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042-770-003
",�`.�'�.sZ�> • . ,, -� mow, R � �`;�c.;;� r-�a».:�rp,�;; ,� �„�," WYNN i3 I oll �- 003 m � B44*339$t8 99-2016 MEGHDADI, ANDREW y �� 3140 SHADY GROVE COURT, CHICO CONTR: OWNER *a� NEW SINS EFA IL ' • - ii 042.770-003 02-1697 BOWEN, KEVIN &r DEVICE ' 3140 SHADY GROVE CT., CHICO� CONT: CAREFREE POOLS �. POOL AAA h t• • Y ;k COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (5 ) 8-7541. ERM 07 (Rev.12/96) APPLICATION AND PERMIT ' ASSESSORRAaC51.NLLM -003 t ZONING dVjLPAG PERMIT OWNERBOWEN, KEVIN` & DENICE - 4ONF5414 SO. FT. OCC. BUILDING VALUATION Val 28 000.00 OWNER'S n13ITD"nADY GROVE CT., CHICO, CA °°"T`. careEfree pools Tr4639 CONTRACTORS MAILING ADDRESS 9 ALYSSUM WAY CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - LICENSE NO. Filing Fee $ 20.00 Permit Fee '$ ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee .$ 2-1-00 BUILDING ADDRESS 3140 SHADY GROVE CT., CHICO Energy Plan Checking Fee $ $ PERMIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER #502-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W g20.00 PERMIT FEE t 35.00 ELECTRICAL PERMIT Fling Fee 20.00 OR Main Service lo..R. 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i Mull force and effect �a �� License Class — Lic. No. OWNER -BUILDER DE RATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO Main Service 200A 1000A 46.00 NEW CONST. DWELLING OCCUCU P. OR ADDNS. ( a ACC. eLDs. SO 3.50' NOf}p61p. ' MULTI -OUTLET 97.50 FowER APPARATUS 8 SO F OUTLET S Ex. Occup. OUTLET SA°L ®I:550 FD(ED APPLNS. OR Ex. Occup. OMD. urLErs EsiO. En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury oneof the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for .by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ai ave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ccp rasa ' n insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completecFif the permit is for work of a valuation of one hundred dollars ($100) or less.) of, ❑ I that in the performance of the work for which this permit Is Issued, I shall not employ any person, in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date tP Q Signature of Applicant - ❑ Owner ontractor ❑ Agen An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE TOT L F E $ H D PE IeK F1,94 I CV�IAVPD u This permit is hereby Issued under the applicable provisions of the Butte Cou ty Code and/or Resolutions to do work indi above wF�ich fees have been paid. By D e i/ G PERMIT EXPIRES' ON. / G Date ReceiptNo.35 47,3qql 60 WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Feb.01 02 08:13a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754�?A PER O. (Rev. 12/96) APPLICATION AND PERMIT (!%S7 AsseaeoRwwcanut+`In ' _ 7� _ 003 owHo , -1-A BUILDING PERMIT SQ. FT. OCC. BUILDING VALUATION OWNER _ ��eAj-' ��J� __ _47 "E�` owrrtRT�w�g DREea /� �'-_-••-- ��`7 • ...�._._ g !'�sf CJII-CS�"e (_J� - �Vl.r?.Gt> __. ____ O Q • �U COMPACT : Spq � TELEPHONE • _i -__ . -..CONTRACT 9"CXn•/,NO "Sid+ -..: •erir.- i • •" _ i-- CONSTRUCTION IPlNDER -_— dP ER'S MAILING ADDRESS. Fireplace - Total Valuation S - ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 . AKHTECT OR ENGINEER'S MOILING ADDRESS _ Permit Fee s Q1 I, so Plan Checkin Fee $ auaoNr+AooREsa r ! Energy Plan Checking Fee b ` SNla17 . Gr`a iGS / S PERMIT FEE :- LOT NO. SUBMSIONSNAME] 1 ^ ) ' 7 "' C� �5 _ 1 j-30 P L MAP � j PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Z AL. SF ❑ Duplex ❑ Moblehome ❑ Other SPECIFY Each Tr 7.00 ,_ Solar or heat pump water heater 23.00 Water piping 15.00 15,&%V Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ V Or p�OU� Describe Work: ^� Gas p1pinq system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q2o.00 PERMIT FEE -$ 3S• �O ELECTRICAL PERMIT I Filing Feel 20.00 Main Service 6.00.vca LEU 23.00 !� j O J �Q . Q f°PERA T FEE PAXb 1 • S� SHERIFF aiir `D AAiIOVNT Recemb 3 3� *R�' � ✓ �� __, " * TO *11 "JT ngro COQ Mein Service Wow To 1—x8.00 -.. --_.-• . " New D CONST. o . LLMAc.. OCCUP. 3.503, OR ADDNS. 6 ACC. BIDS. FT. Nt;w UU S MULTI -OUTLET amril CIRCUITS @i,SO! �.- - POWER APPARATUS 6 SINGLE OUTLET CR. I Ex. Occup. wriEr OR nmmEs Woe ,.00 BAL 0 .s0 FIXED APPLNS. OR E%. OCCU ovnEro mtD. Ew 5.00 _ Temporary Service 23.00 - Mobile Home Facilities 20.00 Msc.-Wiring 23.00 PERMIT FEE $ 56. 01D p MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee S OCC CONST. TYPE TO L FEE $ 356 HAZ. 1 0. FEES 1_!Iy I FL000 I CDF E< ND I ISSUE This permit is hereby Issued under the applicable provisions' of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-patd. By Date PERMIT EXPIRES ON �. are ReceiptNo. WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROI - PPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7. County tenter Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 V PERMIT APPLICATION DATA SHEET OWNER: 60-t� ASSESSOR PARCEL NUMBER "/CA -.(Dr Proposed Building Use: VAC Counter Technician: v8 Date: ^e)6 65a Items required in or r to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot lans or 4 set ned b the preparer of the plans. p Y P P ❑ 2. Complete plans, �o�r4 s, signed by the preparer of the plans. ❑ 3. Engineered plans, sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 11 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form................................................................................. ❑ 13. Other Remaini g.items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ Fees as shown on the attached Schedule of Fees Due Sheet .................................. t... ❑ 5. Statement of Intent for Non -heated and A/C Buildings ................................. j 16. Sanitation and plot plan approval fro mthe Environmental Health Department in - 2 ❑ 17. City of Chico Plumbing permit.......`::`.............................................................: f. ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: .....................I ❑ 19. Planning approval for (A) Use: ?jP K(B)Parking: (C) Parcel Check: Q/, -7-C)-0'?- El 7-C)--02❑ 20.` Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21: Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26 � Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... . ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, -0 M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. C�u•�� I have been�in med of the aboveitemsand requirements for obtaining a building permit. Applicant: "'� Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owr�twrdyised of the above dat by El phone, ❑mail, Elc unter, b c Plans reviewed by: Date: Q Plans approved by: te: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. use ONLY plot Plea Artachad Roor Plan Acts °Sarni m 8:L1., *r -a is I& n WW- ,f3oltie� 3 %�D (Shy 0/;i Gral e G Z — 770 - oo3 Owner Location ' AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dweflinq. Other Lh77D00% Hold final for: Final clearance O.K. for: NOTE: C, 13,Xe1 ch I �• Environmental Health Specialist 8/96 7 Z `61 - Date _ _ Y 1 Ouph4,�a " k (VOTES a RESIDENTIAL � -3-0=081 '99-2016 PEM042 B, PERM MEGHTDADI A`nd-rew- - -; k 140 Skidy 'Grove .Ct,, lot 3', Chico: -� (new single famiby) 4' ':- 1 1G.,- a!/2lfi�F v vp f� aar a�� Y. g 4441,1 B'' �g CNS ems. o,,✓> s :lord 'SPECIAL` CONDITIONS z ti Tk CHECKED _ BY �.. SRA•••..; :- •: FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ: ° SPECIAL.INSPECTION I,TE.MS Y, .VERIFY ' . �. USE PERMIT CONDITIONS 1' SUB -STANDARD HOUSING LETTER OFFICE COPY s r. Address ���� ' GAS Meter BY Date f ELECTRIC s Meter BY �t Date' %O�BALED(Date) �? 69-0 Signature Mi = OK 0 = Not OK - = Not Applicable MOBLE. HOMES MISCELLANEOUS �.t Not Ready 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 "i% 2. footings; Soils -Size -Depth -Spacing -Connectors -Steep ' 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):' A. Wood Awn.; Posts-Beams-Rftrs.-Connectors 5., Electricity; Location-Clearances-Grnd-/ /Amp -Concrete • 'Shthg:-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. 5. Alum. Columns-Connections- Splice= Decal- Enclosures / P Nat. or / ./"L"ft./ /'LPG 6. °Carports; Windows -Doors . 7. Well Clearance:& Disconnect, '' ` . - 7. Electric 8. Utility Clearance 8.. Frmg'.; Sills-Anchors-Studs-Rftrs-Trusses., ' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof, Shthg-Roofing, Date !Card B-1.. _ Date Card B-1 - 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date • Card B-1 3. Gas; MH Test -Demand -Valve -Connector s Date FINAL (Plans) OK except #.'s. 4.- Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements S. Drain;, MH Test -Fall -Flex Connector �2.. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector < . ; .., 3. Pool Structure; Steel -Connections -Thickness . 7.• Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining. 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs-Type-Installation.Cert. 5. Elec.; Pool,Lighting{ 15.Volts-GFI :10. Exits; Insp.-Sketch y' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed . 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 12. -Permanent Foundation Only; License Decal ,: 8. Elec.; Grounding; -Equip. w/5'.Circulating Equip. -Pool Lghtg. { - Boxes- Enclosures- PanelboardsIns. to Main in Conduit Date Card B-1 Date, Card B-1 J 9. Health Department Approval Date Card B-1. Date Card B-1 ` - 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche = tDate Card B-1 Date Card B -T Date, Card B-1 Date Card B-1 I V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date nderfloor (Plans) OK except #'s Hing -Setbacks -Easements -Flood -Slope . Ft , ain; Soils-Elec. Grnd.-/ /" F1gI.Depth t arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Aoo0ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hpwlbowns and Special Anchors Slab, Steel -Wrapped 8. Ps -Fireplace Ftg.-Steel 57. oteD.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underaround 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 M70 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 7 ater Htr.; V s ombustion Air ffle W,Ater Pipe; Test & Anchor -Nail Protection D.W. est Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access 21. Te ub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date OO Card B-1 dJZ6, Date Card B-1 Date 00 Card B-1 wMalkDate Card B-1 D a ie -1 EkftCTRICAL (Permit) OK except #'s 3130.'Fixture & Transformer Clearance -Ins. Protection eg;bec. Receptacles Spacing -Lights & Switches at Doors pJti (dhtw ¢e Boxes & No. of Conductors Stapled tt mitt osex Installed Close to Edge of Studs & C.J. 2bl� . Ground made up w/Mech Fasteners -Bond Gas 8 Water 2 pliance Circuits in Kitchen & Conductor Size GFI Subfewl Wire Size / l / ga. Cu 90.C. Wire Size / / ga a AI . ange Circle / / ga Cu or AI -Oven Circ. /F/ ga( or Al In ed Neutral Z.Ygs— ❑ No Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. W151-0thes Closet Light -Shower Light -Spa Light moke Detector Dat B Q d- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ANICAL (Permit) OK except #'s A.0 Ducts Insulation & Support Fan, Exhaust above insulation gpedensate Drain & Overflow, Size & Grade F ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date T% Card B-1 Date Card B-1 Date / Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Si roper Materials & Anchors Ae'Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bells over Girders & Floor Nailing Draft Stop in Walls (rat proof) Qp.F,re Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing dingle & Duplex) Date Ldle FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 47. lin . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance c ess; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing ge 52PNewall & Openings " 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits c 53. dt II eadroom-Rise- Run -Landing- Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access lazing Area -Glass Protection -Skylights -Plastic Qd� e Walls; ng -Bolts a Int r/Exterior Wall Panels In lation-Walls-Ceilings Infiltration -Wal Is -Windows Date Oo Card B-1 F_} Date "10 ta Card B-1 Date Card B-1 " Date X4/ Card B-1 i Date FINAL (Plans) OK exce t # Epr Woke Detector Furnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor -Ducts -Mach. Protection Bedro xiti 6 F.I. & 4AfFixkres & T Ices 68. Elec. Trim & Subpanel, Breaker Sizes& Labels or 7A--'Elec. Out[09—at Wood Panel, Int. & Ext. 7�!ki xt. & Appliance; Ground -Air Gap -Cooking Clearance Ie_g.OutIe1s & Receptacles at Kit. Counter tUage Fire Door; A.C. Duct in Gara( in )ch. Protection 77. Plj>/Elec. & Mech. Equip. Listed for Location Receptacles in Garage (F.F.I.)-Romex Protection imviation- Foam- Looked in Attic ff. d Rails & Deck Construction -Post Caps . Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under F or S514Fs 82. Fo ng Instld./Drive es ❑ No/walkses ❑ No/Planters ❑ Yes o APe_St_ycco Brown -Finish Amit Disconnect, Electrical -Plumbing OV'Ventj.46ove Roof, Plbg-Appliance- place -Clearance to Openings e I, Disconnect, EI cal, Plumbing xter r Elec, G. .-R eptacle-Underground 8 entilat' -Throughout House s Protection . Corr ionsJt1dm Previous Inspections as eters Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval 0-"Euprjry Compliance Certificate -Other Certificates Address Posted Date WW11,CrY Card B-1 L!�'�j� Date Card B-1 Date Card B-1 Date Card B-1 Date wCard B-1 Date Card B-1 Comma t i a SRA FLOOD CERTIFICATE REQ: FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING.LETTTER .r 6: r' JOB FINALED x Signature `4. NOTES'.RESIDENTIAL (}� F?04L2 -340-01 �S 99-2016• PERMIT, NO. j_N EGIIADT, ANDREW 3140 SHADY GROVE COURT, CHICO CONTR: OWNER, ' NEW SINGLE FAMILY ` /DLJ o / r• ,� e -GlJ a c/ (^! Wi_i! rt�a-Y� •0�'0�.�,Kg ?ti. ` • it � a/ a d�C. �. .:�,✓ roww ala o++.t pl"_c �sr,- 04 SRA FLOOD CERTIFICATE REQ: FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING.LETTTER .r 6: r' JOB FINALED x Signature `4. SRA FLOOD CERTIFICATE REQ: FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING.LETTTER .r 6: r' JOB FINALED x Signature V=OK i 02 Not OK ._-1Npt Replicable dy MOBILE HOMES � MISCELLANEOUS ` Date MOBILE HOME UTILITIES (Plans) OK except N's- ,' Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements A. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size-Depth-Spacing-Con nectors=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.-Con nectors 5. Electricity; Location-Clearances-Grnd-/- /Amp -Concrete t Shthg.-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ -/" L'ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Nat..or / /"L"ft./ /'LPG L. 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance I 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses ( 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings - Date Card B-1 Date Card B-1 i 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s' 1. Zoning Requirements -Setbacks -Easements ;4 Date Card B-1 Date Card B-1 . 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances = 1. Setbacks -Easements i 5.. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability - - 6. Water; MH Test -Regulator -Connector p 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining ' 8. Gas and Electricity Tagged ( 4. Elec.; Receptacles and Lighting, Distance -GR 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pool Lighting;, 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed - 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5'-Circulating.Equip.-Heater 12. Permanent Foundation Only; License Decal 1 8. Elec.;.Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 ., Date Card B-1, 1 z V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (: Date nderfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. ng -Setbacks -Easements- od-Slope Date Ftg_Main; Soils-Elec. -/ PFtfl. Depth d.- PLUMBING (P it K except #'s 4W Htr.;V -A s ' bustion Baffle tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hod Downs and Special Anchors Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Slab, Steel -Wrapped 8. Pier - 7eplace Ftg.-Steel SeOIT-W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Glazing Area -Glass PZ tection-Skylights-Plastic Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underaround 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date jV 57,9 Card B -1 15o0_ Date Card B-1 Date/b'1 Hangers -Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Card B-1 JA Date Card B-1 Date 17 PLUMBING (P it K except #'s 4W Htr.;V -A s ' bustion Baffle 50. lgxa Pipe; Test & Anchor -Nail Protection Garage Fire Protection Framing 1 W.V.; Test Fittings & Anchor -Nail Protection 53. 20. Shower Pan; Test, First Floor -Tub Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 21. T Tub & Shower, Second Floor -Tub Access 56. - Gas Pipe; Sixe & Anchors Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 Glazing Area -Glass PZ tection-Skylights-Plastic Date Date GO Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Elec. Trim & Subpanel, Breaker Sizes & Labels EJFeCUICAL (Permit) OK except #'s 69. 19"Fixture & Transformer Clearance -Ins. Protection & Switches at Doors 2A/Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & &onductor Size GFI 22oloSWeed Wire Size / / ga. Cu o AI A.C. Wire Size / b / ga_4or AI '*!Range Circle / / ga CuorAI-Oven Circ. / S / ga�7br Al Ins ted Neutral il. s ❑ No ��,,// ervice-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light moke Detector Date Ba Card B-1 g4P Date Card B-1 Date Card Date Card B-1 Date PfCHANICAL (Permit) OK except #'s JV A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) ffD Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearina Tingle & Duplex) 1 Date FRAMING (Continued) 4 (fDCling. Hangers -Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties�or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 Glazing Area -Glass PZ tection-Skylights-Plastic 60. hear Walls; NghbTrBilts Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration-WalL§;.Windows Date 6 OV Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive D Yes ❑ No/Walks ❑ Yes 0 No/Planters ❑ Yes D No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91, Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r•• •tf - " +i r w, 1 ak Sr ... R r.,;'- �c• - zc r r _ ' RIP -M-51 IT, f "� rs*'rrs r_ Certs cafe o .� o. o s ance Certificate 05405. 9 THIS IS TO CERTIFY that ther'glued laminated timber probucts identified with a,collective mark of Engineered Wood Systems (EWS) were ranufactured in accordance .with 'the, applicable standards . and associated specifications indicated below: \ ; - ANSI Standard -A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard. Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were,produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of'the manufacturing process and evaluation of the in -plant QA program with adequate sampling to .verify :conformance to industry standards for lumber grade and glueline bond quality. X. f ����. W,Q 00 f1��: ., CM m • by z SEAL Iz. Thomas G. Williamson ,go- �L _ " �� Executive Vice President efs . L 3 CST►-�. ENGINEERED WbOD SYSTE6IS ii a related corporation of APAxr THE ENGINEERED VVg0l7ASSOCIATION ?t 701k1 W01t l" Skoot !! O 8&11700• Teooma, WA 95411.. ' Teleplwne: (253) 565-6600 Fax Mun�or (253) 5654265; � xq _ r4 +�,CERTIFiC`ATION OF:INSUL�4TION { _ t R � ADDR. ESS QR IRACT'; ,. f, iW U T �„SACR�AMENTO i�NS�Ut�A7(C1NCONTRACT�ORS P.O BOX"854 WEST SACRAMENTO` CA95691 UC. #202026 n t 'I- ,.:': 1309 M,ELO_ DY, ROAD MARYSVILL'E, CA 95901 LIC: #202026 s :' C V s' ❑ P.O BOX 9651- FRESNO CA 93793-965111C. #202026 ❑ P:O BOX :1631 RENO NV 89505.11C.4.1 6675 " Vx �. M! A PONDEROSA WAY; LAS VEGAS NV 8911.8 LIC #10675 ' ? a`' DATE JNSUlA710N'COMPLETED'- 3, ( SOUARE'-FEET ) `« (�: SOUAREFEET) SOUARE;FEET)� ., T P PE10FINSULATtONffiffM Tl(E�FINS ULATION �OFINSULATIONXSt MATERIAL > r :. MATERIAL ` MATERIALS =FIBERGLASS FIBERGLASS �;x ,'FIBERGLASS - FORM > BATTS °" FORM BATT$: BLOW -, FORM ' ti ' y BATTS t F: = F MANUFACTURER'S'PRODUCT I D.-; * +r MANUFACTURER'S PRODUCT I D'- M ANUFACTURER S PRODUCT I D. ; F,,,, _ . ,�,6�,, ,9,�.�,�s�.1ANUF�l1C�TURE•,Ry ? �, ✓ MANUF�IG,�TURER,HI-��.- .�,�; 0 9 �` { r ` OCFp ,OCF� BAGS J�.,�r rAPPLIED R VALUE R - VALUE AP.P.t Ep NSTALLED jSFWWGHTP,ER RVA`LUE'WA�0�7PP@WEEMS�Sj' INSTALLED THICKNESS I VIEW, INSTALLED THICKNESS : INST LA LED +�. Axa +�� (JAHE4F,OOT Pte'""� °°'°"°�`°"ICNEE V4iALLS;IF ii.-nYALUE 10 ERTHAM11VALSFwqvE MATERIAL t FORM — ' RVALUE ? ? MANUFACTURER ;- FIBERGLASS OCF ` d MATERIAL-: 1'_� MANUFr:h..� 777= �., *THIS IS TO E +TIFYTHATI . SULgT10NAND/O " SE`bLANT HAS BEEN=INS7�ALLEQ"INCONFpRMANC WITH APPLICABLE°CODES �� IM`A�TERIAL NDARDS'�A(VD�REGIlLAZIONS ` MR��IL TION:C T TOR TITLE,DATE MANAGERRr t SIGNATURE GENERAL•CONTRACTOR DATE '. •'� i r _ REMARKS ' g ,3 a `, .. - i r -: tl _A, S r T S e Gz `� iSr'S'i 'f. }J °4 i (`. C ?< ;1�•..'h ,Y.J�. } - '•�+ .-+ l �T _ • L - 1, J9 L - ^N 3 f4• _ M� - zy 5 Y 3 L ,.t a 7 a •4 ,�i. 't .•, `�'t�. F it sic 303 a c yf T 4 Alt �ry BUILDER .COPY. f'-, 1 w -A A `�K, , - T' ;n�w 4110 gn 01 P—M ASI 4t' .1 7, 'sly, —a 01 jswoon am�Re -k511 X, ;' * 04 tea 14 01. , � 1_�� . A Mnw-% T � " Ij1t1W _v, 0 awn U." "Al - , i '14 t `fitI'v to N. "', .41, 11 -1 1.11 AIW4 I mile Z, a 0"T 4" Yl. • :sO Imp C�A r. 14, IC- IT �7 . . . . . 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I 7i�;T M 'i No NAM i P- — _. , • gilt sit 4 'o M vow to T lkwk A—" Q JS k a COUNTY OF BUTTE "BUILDING -DIVISION DEPARTMENT OF -DEVELOPMENT SERVICES 41.1 Main Street • Chico, .CA *,(530) 891-27511 7 County.Cent • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - G OWNER PERMIT NO A routine inspection indicates.that the following violations of: butte county Ordinances exist at the above address and should be corrected. Please`.notice this.office when correction of work is completed. If.yo have, any.questions pertaining to,this'rnatter,;orneed additional explanation, r please conta is office immediately. t _ .E �(G✓ Grrw;�PGTLfD..�"%�G�, :�'�f°off lf�/.S ' / lul ".7. . �r L i / ) L f; iN. i{' -, .0 Date Inspector ii REV 10/92 COUNTY OF BUTTE ' BUILDING DIVISION - DEPARTMENT OF.DEVELOP.MENT SERVICES 411 MainStreet • Chico, CA •_ (530) 891-2751 7 County Center Drive • Oroville, CA 4. (530),538-7541 I, ;tiff. CORRECTION NOTICE 4 . -a s OWNE4 PERMIT No. A routine inspection indicates that the following violations of butte county Ordinances exist at the r' above address and should be corrected.. Please notice this office when correction of work is compieted. If qou have any questions pertaining. to. this matter, or need additional explanation, `l please contact this office immediately.,'' Ap pi P 1-f Fc L P I s �. V IV r - 7 ?7 r , µ D [ ell ..- " Date. 6 8 Inspector REV 10 2 4C' -p �' .r:o:✓i N 6v /N5 COUNTY';@F BUTTE" % _-BUILDING -DIVISION,' -" DEPARTMENT OF DEVELOPM,ENT�SERVICES 411. Main Street • Chico, CA \ 530 891 2751` jY: .; 0)r 7 County Center Drive •-Oroville,`.CA • (530) 538 7541} r' Xt ;CORRECTION NOTICE-",, :, " A OWNER wx PERMIT NO A routine ection indicatesthat-the following violations of butte county Qrdinances exist atthe above addr s and should be,corrected. Please notice 'this office.when cor'rection'of work,is'.'.. completed If you have any questions pertaining to this "matter `or_rieed additional explanation„-, please co tact this office immediately. rG a xr t � dC�ll'VJ Y - a y " s : - . - • - ,t, r '` a �._ - ' ��' � r. �� N -. �4 Lir •� d1;_x� Date cJ Inspector E�� x F h RE 102' e COUNTY OF BUTTE r BUILDING DIVISION„p� DEPARTMENT OF. DEVELOPMENTSERVICES J r 411; MainStreet • Chico- CA (530) 891 2751: a 7 County Center Drive,• Oroville, CA x'(530) 538 7541` M1 CORRECTION NO,ten ICEi"* "7✓� . OWNERS F . A routine inspection indicates that the following violations of be ounty Ordinance: above address and should be corrected. Please notice this office when::correctioi - completed. If you have any questions pertaining to this matter or need additional i please contact this office immediately. a t � GG e_ chi :'.4 4. _g o '�� /Vo 4422 Q V ��.d G / .i= ''6 `� }�.j". 't' Vii` fr r •y / a- �ii� n -' Sc� iiLil✓ C� ALOES � 1 k � • , ;sPr � r At, e_a�t � ,- - `a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES', - 411. ERVICES',-411 Main -Street -Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA (530) 538-7541 CORRECTION NOTICE. i-6 9' v OWNER' PERMIT NO. A routine in§pechon indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is -completed. If you,have any questions pertaining to this matter, or need additional explanation, > " please contact this ffice immediately. n eke a O G � q ; J /� lel •S _ovaiv a F ".Date Irispector �e - REV 1 6 _ --COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT,OF DEVELOPMENT SERVICES IN 411 Main Street •Chico, 'CA • (530) 891-2751 t 7.Counf'}Center Drive • Oroville, CA • 530 538-7541 CORRECTION NOTICE OWNE ' PERMIT'NO. A routine inspection indicates that the following violations of butte,county Ordinances exist at the ` above address and should be corrected. Please notice this office when.correction of work is oompleted. If you have any questions pertaining 4o this matter or need additional explanation, please contact this office immediately. r r t r. e►_ li� 441.1 r Date Inspector' sal , x REV iQ 2'. J +4 ���j A '����;�:��^`a"�,`s=a�,-�'C��.t:""��"�°W::w-�e4•,=€a+"'�:¢ �- :--tea• _ s COUNTY OF BUTTE y BUILDING DIVISION r 1 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County' Center Drive Orouille, CA • (530) 538-7541 WE'a;`. CORRECTION NOTICE OWNER PERMIT, NO F > A routine inspection indicates that the following violations of butte county Ordmances`exist at the aboveaddress and should be corrected. Please notice this office when correction of work is b L completed: ' If you have ny questions'pertaining to this, matter, or need additional explanation, i please contact thi ice immediately. t i L_ G ' rly}p4t z e- o. 4 f . 3,} ? � 'v j�J •-C . O� ,rte . JL J49 71 A2 412C., A L01 r � . f 4 X,41 d5 I t - w; 4 0� 1-4 Date. g Inspector REV 1I 2 � ' F ' COUNTY OF BUTTE �w f BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES i ,._ 411: Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-754.1 . CORRECTION NOTICE $ OWNER _ PERMIT NO s A`routine inspection indicates that the following violations of butte county Ordinances'exist at the above address! and. should be; corrected. Please notice this office when. correction of wo"rk is f k completed. if .y have any questions pertaining to.this matter, or, need additional explanation please cont this office immediately. is 1�- �% re - r Date Inspector J REV lc; fiN Y. COUNTY, OF BUTTE; -DIVISION ....:-BUILDING DEPARTMENT -OF -DEVELOPMENT SERVICES 411 Main Street. * -Chico, CA • (530) 891-2751 :.;, i - 7 County Center Drive.• Oroville; CA • (530) 538-7541 NOT-ICE =CORRECTION f i OWNER t, PERMIT NO. -'i A routine inspection indicates that the following violations of butte county -ordinances exist at_the `= above address and should be corrected. Please notice this office when correction of work is: k _ completed.' If,y have any questions pertaining to this matter, or need additional explanation, t �r please cont this office immediately. s a r p� Date Inspector' rt - _ - REV 10+.2 E �; v.. f ` a ' k _ Date Inspector' y •, - _ - REV 10+.2 - C®UNTA�OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Dfive-~•-ADroville, California 95965 • Telephone (530) 538-7541 _ PERMI NO. (Rev. 12/96) APPLI CATI ON AN D PERMIT ASSESSOR PARCEL NUMBER 042-340-018 ZONING RT 1' A BUILDING PERMIT \J flrYr OWNER ADREW MEGHIDADI 518-3064 TELEPHONE 893-4816 SO. FT. OCC.BUILDING VALUATION '1250 K 175 500'.00 . OWNERS MAILING ADDRESS 2686 CHANDESI LANE, CHICO 95973 14 688.00 CONTRACTOR'S NAME OWNER TELEPHONE 358.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fire lace LENDER'S MAIUNG ADDRESS Total Valuation $ 197-546.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 982.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 638.63 BUILDINGADDRESS 3140 SHADY GROVE COURT, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 64.13 LOT NO. 3 SUBDNIS IONS NAME SHADY GROVE COURT PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 105.0 Solar or heat pump water heater 23.00 Water piping 15.00 5.0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW SINGLE FnY DWELL. ,Gas piping system 1 - 5 outlets 15.00 1 5_0C Building sewer 15.00 Mobile Home I S I G I w 920.00 PERMIT FEE $ - ,ELECTRICAL PERMIT Filing Fee 20.00 Main Service sow 00,R 1.ss 23.00 23 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, III do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sow TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. SO r OR ADDNS. a ACC. S.3.5¢FT.142 ,p�G�ID BRANCH cJRCWSMULTI-OUTLET @7,50 PSG. APPARArus a wGLE oLmFr CIR. .00 EX. OCCu OUTLET OR FIXTURES BAL ®I.50 Ex. Occup. ouTLETsPPUNS .DEE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 2 GAS FP. 4 1. Cooling Hood 6.50 6.5 Ventilation 3. 4.50 13:50 PERMIT FEI: $ 130.00 Policy Number (The above sections need not be completed if the permit Is for work of a valuation one hundred dollars ($100) or less.) Er I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - 0 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and de olition or construction of structures over 3 stories in height. oZ>� y�,an Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ V N PE TOTAL FEE $ 2,21 .44 HAz D. FEES IMP FLAG CD p H SSUE oo This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ey Date-� PERMIT EXPIRES ON / (" paTQ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT GIOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION > 7 County Center Driv6 • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT i (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBERD 101 _ fi / m► BUILDING PERMIT Tl °N"E" I V" T qNMQ� SO. FT. OCC. BUILDING VALUATION UNG OWNER'S MAADDRESS'• .. - 1 02. d CONTRACTOR'S NAME - .. TEU940ONE - CONTRACTORS WAILING ADDRESS CONSTRUCTION LENDER LENDER'S WVLNG ADDRESS Fireplace Total Valuatlon E r ARCHITECT OR EN WNEER - _ LICENSE No. Filen FSA $ 20. ARCNTECT OR ENONEER'SWRUNG ADDRESS Permit Fee S aG. 5 LOT NO. 7U001V610N'S NAME I c IJISEOFSTRIJCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other' ❑ Describe Work: a�38&3 Main Service sow TO I.A 46.00 �/- NEW CONST. DAIELJNO OCCUP. so.l Z OR ADDNS. ( i ACC BI Ds 3.50 Plan Checkin Fee . Energy Plan Checking Fee S i 2- . Ex. OCCU . ounET OR FWrURES 200 1.00 BAL .50 S Ex.. Occu6 D, 5.00 r C 0 MAP PERMIT FEE t Mobile Home Facilities 20.00 PLUMBING PERMIT Filing Fee 2 PERMIT FEE = S Each Trap Heating 7.00 Solar or heat pump water heater 23.00 Hood 6.50 SD Water piping 15.00 PERMIT FEL S 0 Each cas water heater or vent Energy Inspection Fee $ G �- 15.00 / S, — `� T TAL E $,A ' Gas piping system 1 - 5 outlets NA2. D. FEES I P co 15.00 s, This permit is hereby ed under the applicable provisior of the Butte County Code and/or .Resolutions to do wo, indicated above for which fees have been paid. By Date PERMIT EXPIRES �ON oto! Building sewer 15.00 Mobile Home. I S I G I W @20.00 PERMIT FEE $ S . ELECTRICAL PERMIT Filing Fee 20.0 Main Service po OON LMss 23.00 2-3., Main Service sow TO I.A 46.00 �/- NEW CONST. DAIELJNO OCCUP. so.l Z OR ADDNS. ( i ACC BI Ds 3.50 NOIFRESID. MUlT10UTU:T, Q7.50 POWER APPAAATUS i SNOLE OUTLET C0. . Ex. OCCU . ounET OR FWrURES 200 1.00 BAL .50 Ex.. Occu6 D, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = S MECHANICAL PERMIT Filing Fee 20. Heating Coolin -70-- Hood 6.50 SD Ventilation 4 PERMIT FEL S 0 Mobile Home Installation Fee S Energy Inspection Fee $ G �- `� T TAL E $,A ' NA2. D. FEES I P co h0 S This permit is hereby ed under the applicable provisior of the Butte County Code and/or .Resolutions to do wo, indicated above for which fees have been paid. By Date PERMIT EXPIRES �ON oto! "&1'2:�'teti'`^' vd��•l�'c:r�Y•'•Y�, .,.�j''4`*"F'+',` •"[ � �•;r'.., -i✓1. ��'r`Y'W"Fi,.ryi'y-y�•,-v*irfi•>o. :.r �SSk^�'�ii't,.: `�%!F -L71i yr � 'i;ci4'��"R `?...�� `�.'7r'�*'i-.rsr� �. COUNTY OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE-'OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET c OWNER:C7 Z� � / ASSESSOR PARCEL ER: D�z " �d�4 Proposed Building Use: W � Building Inspector: Date: 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted.------------------------------------------------------------------------------------- t '�. Plot plans, 2O/ sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 0l/ sets, signed by the preparer of plans. ----------------------------------------------------- _ Engineered plans, 3/4 sets, with wet, signature on plans. All engineering must be shown on plans.-------- jAWEngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ �tA. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ---------------------------------------------------------=-------------------------------- 9 ufactured Home data and installation instrucrtipns including Tie Dow nSpecifications.--=-------- ------- Fees of $ -11_ 7a -- L-------------------------=-----=-=' _ZQ 1. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ . Flood elevation certificate. ---------------------------------------------------------------------------------------- / 4. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval frogs the City of Biggs. ---------------------- Planning approval for (A) Use: _ I (B) Parking: - . Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- E120. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). E124. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. --------------- ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: ,N J (Date) When you issue the ermit, s as follows ❑ Mail to owner, ❑ V contractor. ElTelephone p / 01 0 and hold for pickup at Vofce. ❑ Deliver with inspector. Applicant: �'�''`^ate: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 3 Other: Date: By: Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 8 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Division counter, by Dat Plans reviewed by: 1� Date: /6 - / Plans approved by: Date:,, Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. UPZ ONLY V Plot Wan Attached Floor Wan Attached !/' Sent to B.O. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public P'— Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: x Environmental Health Specialist 8/96 '"Date �. .. �= t r'E ,.'t:..��, . r� -.?�, .s� �-=%�w'� - �,� 'F'� s ..;,t.-.�..,. �4`: ' -��sr?5 e�,.;`�•, .�,'�,s. .�, ..�;_ �:..q,� �y < a . .�,,,,.�. ^4 Y:.'fi:i;�..wit.nu`-Vc♦iy�..�r'+M-h.iq,�•��-rr..+v:r�,--.'�.��,ti"`�'.,�r •y.,.. OUNTY-OF:BUTTE DEPARTMENT OF DEVELOPMENT SERVICIE5,.r BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;,CALIFORNIA 95965sJ :TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 0� / A P.:# PROPOS D BUILDING USE N /ii� m5/ DATE 91311677 RECEIPT # DATE REC UIL,DING PERMIT FEES . -- Balance Due ....... $ =- Additional Fees Due . $ -= Additional `Fees Due $. ---Revised Plan Checking. Fee ....... $ .2. SCHOOL :DISTRICT FEES (paid at District Office) w t (RIFF FEES (paid' at. BuildingDivision) Residential, . x $360.00. _ $ Units' Commercial (sq.ft.).:'. x $0.03'..= $ Sq.Ft. 4 .URBAN AREA`FEES (paid at Building Division) Residential (per unit).'. ` . x . — $ #Units Amt:' ' Commercial (s9 ft�),.. , x _$ Sq. Ft. Amt:: RECREATION DISTRICT FEES.(paid at District Office) 6.'.THERMALITO DRAINAGE DISTRICT FEES. $510.00 (paid at Building Division) ; 7.. SRA FIRE INSPECTION AND PLAN CHECK . $89.00 (paid -at, Building Division) 8. WATER TENDER FEES'(Battalion 1f ): $200.00 (Paid at, Building Division) CSA,87 TRAFFIC FEE $2500.00 (paid"at Building Division)- -OTHER At time of permit application, I was advised the above fees are .required to be paid .prior. to issuance of the building permit. These fees may be changed, during the plan checking process. j. APPLICANT. .� DATE A �f 3� w Pursuant to Government Code Section 66020, you_ are hereby notified that items 2,3;4,5,6,8;9, and'10 above may have been imposed on your project. You have'90 days. from, the date of approval of the piojectbr from the imposition of the above mentioned items during which you may protest. The requirements fora protest are 'specified in Government Code Section •66020(a) 'Original -Building Div. 2nd Copy. —Applicant. 3rd,Copy -Owner (Rev. 2/97) �*�",�/t,�aC,Q,py�„��7F y,,;�„�..�`ilr'°�'�'L7Fi`".,(..� �:rv'^='S'.t✓•", �•�;.^GviN�•.i`rlhJ"�viW''4�a'.�v":I`�Crrr,,,;oh��-„'�,'.��;'.,.�;','u'w'�'1S'1+4,+i.a''+NJy;�s+,(''r"^s.-�-�.��`��"''"'w .... , v BUTTE COUNTY SCHOOLS'IMPACT FEE CERTIFICATION FORM N� form:per.Building), 14 School District " `! : (' Bwlding Department No i A P Number - Junsdicf(on u `CityI County Fr`operty Owner' Property Location/Address Subdivision Lot No.. p,, s Residential DevelopmentSq. Footage No of Living Mobile Home i Addition/ 'Supplemental to ( (Group R) Units Installation Conversion Permit # ?,t ..v_ •A '} E `. E.ti fc t 7Y'� �, A a ry..z{,y. 5-..�'ic x,l��tt ��r�.`.p� 4iI+ .. (No foundation inspection)[ Y{'}. a Ni+':$ R S Y;: {� �T� s a 4r:^: �?zT.� ri rY1i� ` c �.t. F -`i yF•—!rzs•#a-.r- ; +s; . :,+�-<. Commercial/Industrial ; U Sq. Footage New. Addition (Including Exterior Roofed Areas) Building Department epresentative Date- (Floor Plans reviewed by School District Personnel) District Identification No.. 0���� S6ho4District certifies that i s - ` r • t - T_ ". -n n r J_ (Applicant) �f (Street Address) (Phone Number) f (City) (State) (Zip Code)'. ( has complied vnth the requirem nts of Resolution No.' by, payment of $ �o represenbngw' �L' / square feet R AB 2928f S FULL,MITIOATION _ ? School District Representative Date r ; y Paid by Check,# ' ' Remarks. Notice: You'mey protest the imposition.of•the fees identified above. by submitting'ii written profest•to the District incompliance with faovernment,'Code Section 660201a1 . within 90, days from .the date fees ere .paid Failure to eubmit a timely w►ittem protest wiH.p►ohlbit:.' you from challengingthe. imposition :of the fees in any court action: ; If, subsequent .to the School District Representative signing this Butte County Schools.lmpact Fee Certification Form; the Sehooi District is ' notified by the applicable Local Planning Agency that this project is ,being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully .mitigate its impact on the school district's .schools. White (applicant), Yellow (building department), Pink (school"s district) feeform.xis 110/981dmm 1�iRii..�..:e.nk,I'"�'"� • '`4rV' NSM:n..,....�s.ti.-s+'y'-M7l+ryF,i�^'('�tY-" ('7�?x-+' J BUTTE COUNTY PARRS; D$VSIAPMkNT FEE CERTIFICATION FORK . r CHICO ARBA."RSCRBATION"AND PARR DISTRICT A¢ssessor,.`Parcel` Number (s)�/� Property Owneri�l Project Location/Address';/,.,t'6 4( (�►i�D�t.,'�. subdivision Q -©_.+-it; �/QD�/-+ Lot Number (s ) Residential Developmeiit: (check one)" New Development Alteration/Addition Mobilehome(s.)" Non=Residential to Residential. Total':Number"of'.Dwelling Units Comment Building Department.Representative: Date ico Area ecreation and Park Distr ct (CARD) certif se's "•that , rj 6 y3 5 .(Applicant Name) (Phone':Number)'" i (S'treet Address) .. (City) (State) (Zip .Code)' has complied with the requirements of"Butte.Co.- Resolution No. .90-140 by payment'" for dwelling units @ �1 , 189. for total payment, of CARD Repre entative Dat PAID'BY'CHECK NO-. REMARKS: a ; BANKNO.. PAID BY CASH RECEIPT NO. ' Distri"bution White,\-Applcant'Fµ� Yellow '-Butte Co 'Building Dept Pink -7, CARD+ ` Goldenrod --.City. of C1iic.o,Building Dep,:. n park. fee (form -revised 11/9'0') No thftar ENGINEERING Civil Engineers a Planners • Surveyors Butte County Building Department 7 County Center Drive Oroville; CA 95965 RE: Permit.# 99-2016 A.P. # 0427340-0.18. Meghdadi Residence Dear Plan Checker, October 11, 1999 This letter is in response to the structural plan check for the Meghdadi residence. 1) The soils report shows a test pit #2 that was taken on this lot. The boring log classifies the top 6 of soil as Brown Silty Sand with organics. The 2' -. 6 of soil below this. is classified as Brown. Silty Sand (SM) which is a class 4 soil. We are bearing on class 4 soil, so the 1500 psf, bearing pressure is okay. No changes are required to the plans. 2)," See sheet 4 of the plans. . See sheet 6 of the plans: Calculations revised. No change required to plans. 5) Calculations revised. No change required to plans. 6) Calculations revised. No change required to .plans. 7) By others. 8) By others. 9) See revised floor plan. 10) See attached letter. 11) By others. This .concludes my response,. if you have any further questions, or need further clarification, please call me anytime at 89371600. Sincerely, Qni - - Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Andrew Meghdadi 2686 Chandesi Lane Chico, CA 95973 Building Permit Number: 99-2016 Assessor's Parcel Number: 042-340-018 Lot 3 This office reviewed the above referenced building plans. Please respond in writing to each item by creating a response letter. Indicate which detail; specification, or calculation shows the requested • information. Your complete and clear responses will expedite the re -check and approval of this project. If engineering is requested, please be sure to include on the resubmittal • the engineer's "wet" stamp, signature; registration number and expiration date. on -all sheets of the plans' depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Per your parcel map, "Ali foundations shall be designed_ by a registered or- licensed design professional in accordance with the requirements for Class 5 soils unless the soil is determined to be Class .4 or better by a qualified professional." Please have . this addressed. ou need at least 10 square feet of operable window area in your dining room for natural ventilation. Please revise. Provide framing plans for the portion of your roof that is not trussed. eam 1 has a point load from truss T21 on it. The calculations must reflect this load. eam 2 has a point load from truss T 11 on it. The calculations must reflect this load. Please have the small garage door header calculated also with the point load on it from truss T 11. PA Provide a new truss T23 which does not have the hand written items on- it and does not call out double trusses. Where are the bearing points supposed to be on truss T23? ,Also, do you want the tails on truss T23? truss layout does not call out truss T10. Is this truss supposed to support the T9 r.1he russes? Include it in the layout. If T10 does not support the T9 trusses, what does? Show all supports for multiple trusses on the floor plan or roof framing plan. rovide a letter from Jeff Richelieu that he has reviewed the trusses for structural and teral design. 1. I am including your School District form. 0 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION ,r,.;r" ` •' DEPARTMENT OF DEVELOPMENT SERVICES = 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 October 1, 1999 FAX: (530) 538-2140 Andrew Meghdadi 2686 Chandesi Lane Chico, CA 95973 Building Permit Number: 99-2016 Assessor's Parcel Number: 042-340-018 Lot 3 This office reviewed the above referenced building plans. Please respond in writing to each item by creating a response letter. Indicate which detail; specification, or calculation shows the requested • information. Your complete and clear responses will expedite the re -check and approval of this project. If engineering is requested, please be sure to include on the resubmittal • the engineer's "wet" stamp, signature; registration number and expiration date. on -all sheets of the plans' depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Per your parcel map, "Ali foundations shall be designed_ by a registered or- licensed design professional in accordance with the requirements for Class 5 soils unless the soil is determined to be Class .4 or better by a qualified professional." Please have . this addressed. ou need at least 10 square feet of operable window area in your dining room for natural ventilation. Please revise. Provide framing plans for the portion of your roof that is not trussed. eam 1 has a point load from truss T21 on it. The calculations must reflect this load. eam 2 has a point load from truss T 11 on it. The calculations must reflect this load. Please have the small garage door header calculated also with the point load on it from truss T 11. PA Provide a new truss T23 which does not have the hand written items on- it and does not call out double trusses. Where are the bearing points supposed to be on truss T23? ,Also, do you want the tails on truss T23? truss layout does not call out truss T10. Is this truss supposed to support the T9 r.1he russes? Include it in the layout. If T10 does not support the T9 trusses, what does? Show all supports for multiple trusses on the floor plan or roof framing plan. rovide a letter from Jeff Richelieu that he has reviewed the trusses for structural and teral design. 1. I am including your School District form. 0 i O Plan check will continue.upon receipt of the above items. 'Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through' Friday. Sincerely, Linda Sexton Building Inspector III. PROJECT -PROCESSING.: RECORD t,> RES IDEiITIAUPLAN CHECK N -SINGLE FAMILY, DUPLEX AND NUSCEILANEOUS; .i .. - •.�.. ¢ % r ,J 3;,.. 1T :•-i jos. ryir "z,"i' -'. OWNER: BUII.DINGP PLAN CHECKER S %c� - ^/ 'A.•P NUN1BER. j .. tJ NT.jtr,11 . . , 4 .. ._ ,'.2..i .. f 1 .. J •[ - RT'jZ , Zoning requirements (side yards and number of permitted Isvtng units)• ,Valuation: Plans signed by designer. - Proper* description ofwork on,application.; 'Existing violations on property. _. . Items on data sheet; (Impact Fees, Environmental Health, Developer Fees, etc:). a� Recordednotice of vtolauon- - stn PL T PLAN: Complete parcel size and dimensions. _ Setbacks, side yards; easements, etc ,Other buildings or structures: Grading; fills and/or drainage... r Flood hazard. ' Special conditions on creation map (Noise, S.IZ.A-, Fire Spridder§, Water Tender, -Trees, dc.)' F.A.U. 8t F:A S. road setback Building or utilities across lot lines (Record.form). FLOOR'PLAN' Complete to scale plan with dimensions RequiredAbdows for light and ventilation•(Section 1203) + Required windows for second exit (Section 310:4): , y'.;Skylight's'(Section 2405"'& 2603.7) (Glazing in'Hazardous Locations (Section 2406), f { Required?rooin''sizes, ceiling, heights (Section 3:10 6)�.'., G.F C I- in'baths, garage, kitchen; -wet bar and exterior oudets.(N:E;C. 210)'— Lights, 10)' Lights switches; receptacles, and exteriorreceptacles for'maintenance of mechanical equipment Location of water heateis; heating and'cooling equipment, other electrical or gas equipment: Garage firewall, door size' and closer (Section 302.4). `'Minimum of one 3'0" exterior door (Section 1004.6): ` Fireplace and',,kood stove location, alcoves and clearance. ::1 Smoke detectors (Section 310.9.1) i - Plumbing fixtures, water closet clearances and shower size. , STRUCTURAL DETAILS: y Conventional Construction - Unusually Shaped Buildings (Section 2316.5'.4') Standard bracing or engineered design (Section 2326.1.1.3).1.: .�' . Clerestory'requu ing balloon -framing and/or engineering. Three story building requiring engineered calculations and plan's 5. s :Foundation'plan,cotnplete,enough to'constructbuilding. .0 Floor construction details complete enough to construct building .,. - Elevations and wall construction details complete enough to,constructbuilding: ' Roof construction'details complete enough:to construct.building. • Rafter ties or bearing ridge beam:' �' Fire lace construction details ana,calc. if necessary: l' arage'd , and/or porch "header sizes. Stud heights ' 13 Adobe soils special foundation `design. ` 4 Retaining walls requiring design. Special-Inspection,requirements. - Header size. June' 1997' y 3.2 �' ,WSCELLANEOUS ITEMS TO LOQ 'OUT FOR: . Stairway details: landings. -rid..-and run, head clearance, handrails (Section 100c,. Guardrail details (Section 509). = - Brick or stone veaeei (Section '1463 Exterior plaster - weep screeds (Section 2506). °Proper _r6of pitch for roof covering (Section 1501).'. ;, • i s ,g Roof covering type - (fire hazard). _._ .. Foam insulation - protection:,: 36"=halls and stairways Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts Two exits on three -story dwellings (Section'1003). `:. Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). .F Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design - Flashing at all exterior openings. C.D.F. responsible area requirements. _ .- Automatic Fire Sprinkler Systems (Section 310.10);E For Inspection Jacket: Flood Hazwd/Elevation Certificate F SRA Requirements Special Inspection Requirements Autom✓/at/tic. Fire Sprinklers AV _e7�--`'mss ! `'� �� ; �-`3`� • _164 fV�� POW'? ajlau d4 -p- 4�2_,a", 1,9dl� 10d 5 er o6 1,22 June 19 �V d Gam'©r (,v /�l` 3.2 [ 01B34258.. " Customer. MEG -669B' ' Fri Jul, 30 4-1:-30:,55 1999' Project #: 729MEG Truss LD'. : T-1' Family. # ,+' 324 . 4X4+3X4' 5 JX4t4JC4 fi 7 6 1X4 ' 3X8 1X4d',b Y 4 4-3 9-2 '' 13-11-13 18-4 _ 4-4=3 4-9-13 4=9-13 4-4-3 z L -.'HL TO PK 4-10-5 R . HL .TO 'RISE: PK 4-10-5 . LEFT HEIGHT. 0-4-2 SPAN: 18-4 "' 2-10-2 RIGHT HEIGHT: 0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,-142 L D.. TOP 2-3-0.646 TOP CHORD:2X4 No':1&Btr GR DF -L TOP 16 15 'BOTT 7-8m0..399 BOT CHORD:2X4 NO.1&Btr GR OF -L _ BOT.T_ O B 'LL.DEFL.@7-0.06 < L/360 WEBS :2X4 .STANDARD GR OF -L STR.INC.: LOMB - 1.'25 PLATE = 1.25 SPACING:24.0 in.o.0-. UBC-ICBO,TPI-91 REPETITIVE STRESSES,NOT USED NO. OF -`MEMBERS 1 DEFLECTION (IN.) L. L- 0. 06, D.L-0.09, T.L-0.16 REACTIONS, SIZE: i--1457.3.50 5--1262.3.50 .. FORCES - LOAD CASE ii TOP CHORD:. 1-2--2294, 2-3=-2741,, 3-4--2741, 4-5--2294,, BOTTOM CHORD: 5-6- 2028, 6-7= 2028,' '7-8= 2028, 8-1- 2028. WEBS: 2-8- 126, 2-7- 785. "21-7-523. 4-7- 785; 4-6- 126. • LOADING STRESS INCREASE LOADING ;PANEL(PLF).,./ JOINTS,((LBS) - LUMBER' PLATE TYPE " .1 1 25, „1 25'; ,' UNIFORM1- 2- 62 r '2- 4- 109 ` *4-15- 62 5- 1- 29 CONCENTRATED 2= 226 ' _' '4='226 TOP CHORD BRACING'S 24" O.C: UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @' 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL _ • , c BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE: F6R'ADDff10NAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS RED'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. :. 1999 UG 0 2 "OT GdJrKJ^ f ® WARNING Verify design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE.AA 1999r Design for MiTek connectors. This design based is for individual I a valid use only with is only upon parameters shown, and an r building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building'designer - not3russ designer. Bracing shown;is for lateral support of individual web members only. Additional temporary bracing to insure, stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding 'fabrication, quality control; storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB-89 Bracing isle Specification, and HIB -91 Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'._ 11i Industries, Inc ' Onofrlo Drive, Madison, WI 53719 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property -44 13, * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property is J2 J3 J4 TOP cHoaos owner and all other interested parties., 2. Cut members to bear tightly against each C1 �� other. o WEBS JS 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate 0 _ ; , Q '' ; ' joint and embed'fully. Avoid knots and wane plates /8" from outside edge of X o a M at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices X14 at panel length(+ 6" from adjacent joint.) o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE IOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart.. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED. FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X'4 perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. SOCA 66-93, 85-75. 91-28 10, Top chords must be sheathed or, purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing ot'10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206; 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or flotir'trusseswith` which bearings (supports) occur, , stacks of construction 14. Do not cut or alter t4i.member or•,plate5 MI_TM Without prior appro v l'of:a'professiiondl engineer. 'r d '' MITek Industries, Inc. 15. Care should be exereised in handling, ® TM PANEL erection and instailcWi of:.trusses, c`,; © 1993 Mitek Holdings,"-Inc N f' HYDROA/R ® CLIP ,,• , _,._ .'• FORM018,019 �'^G-NAIL ® - 'z.� r ,, X ( 01834269 Customer': MEG -669B - Fri Jul 30�- 11: 30:'57, •1999 Pro'j ect. ;f�:. 729MEG Truss ID T-2 Family:'324 t Span 18-4- Quantity' 1 Top'.Pi•tCh 6/12 a nCES-32 Ver.2.0� Bld (4/6/1999) " ". - -.,, - - - TROJAI 3X4 5 3X4 1X4 3X8 1 X4' N4S 4-4--3 9-2 13-11-1'3 18-4 4=4=3 4-9-•13 4-9,-13 4=4-3 . L., HL• TO PK: 4-10-5 R. HL TO PK 4-10-5 .-'LEFT HEIGHT: 0-4-2 SPAN: 18-4• RISE: 3-10-2 RIGHT HEIGHT:'0-4-2" , ., LOADING (PSF) MAX' STRESSES- MINIMUM GRADE OF. LUMBER. PLATES: M20-165,142 L D TOP 2-3=0;.271' TOP CHORD:2X4 No.16Btr GR OF -L TOP -16 15 BOTT 7-8-0:200 BOT CHORD:2X4 No.16Btr GR DF -L BO.TT 0 B LL.DEFL.@7-0.03•< L/360,: WEBS :2X4 STANDARD GR,DF-L STR.INC.: LUMB v 1.25 -.PLATE m 1.25 SPACING:24.0 in'o.C. UBC-ICBO:TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS o 1' DEFLECTION (IN.) L. L-. 0. 03. 0.L-0.05, T.L-0'.OB . REACTIONS, SIZE: 1--899, 3.50 5--704.3.50 - FORCES - LOAD CASE -i1 TOP .CHORO: 1-2--1154, 2-3-;-1427.'. 3-4--1427, 4'5--1154,- - BOTTOM CHORD: 5-6-'1020,'. 6-7- 1020, - 7-8-. 1020, 8-1- 1020, • WEBS: 2=8-712, 2-7- 449, 3-7--299, 4-7- 449, 4-6- 72, TOP CHORD BRACING @-24 O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10' T O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED,UIRED ARE AS SHOWN ABOVE. ... FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS W D TRU SSES T TPI -PUBLICATION HIB -91 BRACING 00 RFERO REO'D E COMMENTARY AND RECOMMENDATION.. AUG ,0 2 1999 . V ONG yL � 80 `� let ''Z ® WARNING ; Ve,4fy r iign.parameters and READ NOTES ON. THIS AND REVERSE SIDE'll ORS.E. `°1 Design valid for use only with MITek: connectors. This design is based 6nly upon parameters shown, and is for an individual t building component to be installed and loaded vert cally.'Applicability of design and incorporation of parameters proper f. component is.responsibility.of building designer - not truss designer.' Bracing sliown is for"lateral support of individual web���. Additional temporary to insure during is the the Additional meribers only. bracing stability construction responsibility of erector. " bracing of the overall structure is the'responsibility of the building designer. For general guidance regardingrF�\��r permanent fabrication, delivery, bracing, QST Quality Standard, DSB-89 Bracing quality control, stoiage; erection, and consult -88 Specificatlon, and HIB-91.Handling Installing and Bracing Recommendetlon available from Truss Plate Institute, 583 D' MITak Industries, Inc Onofrlo Drive, Madison, WI 53719 r' = r Symbols Numbering System. ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 131 *Center plate on joint unless Damage Or -Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat. building designer, erection supervisor, property 1/8"securely �eTOP J2 J3 J4 CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each � ca c3 other, WEBS J5 0 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate 0 2:3 , ; Q joint and embed fully. Avoid knots and wane plates /e' from outside edge of L)o a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at' /4 panel length(' 6" from adjacent joint,) o BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better•thon the dimension is the length parallel grade specified, to slots. SOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or. purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10. continuous lateral bracing. ICBO 1591',1329,4922 ft. spacing, or less; if no ceiling is installed, unless otherwise noted. - SBCCI 87206, 86217, 91.90 12. Anchorage and/or load transferring _ WISC/DILHR 870040 -N, -930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or;fl`o.a- trusses=with which bearings (supports) occur, stacks of construction_materidls;_,T "��>•, ;h , �— TM 14. Do not cut or alter truss member or plate. without prior approval of_o professional_, . engineer. .: ;.._ MITek Industries, Inc.�- +�• , , tl 15, Care should be exercised in handling; - V O R TM PANEL erection and installation of -trusses.` © 1993 Mitek Holdin s;,lric.�,. CLIP 9 - " HYDRO -AIR FORM018.019 01634270 1 Xi Customer MEG -6698- . .' - Fri Jul 30 11: 31: 02;'1999; ` Project #: 729MEG '' Truss ..I D,, T-3 Family # '201 ' Span 6-0 Quantity - - .1 - Top Pitch 6'/12. CES -32 ver .2:0,,®.ld (4/6/1999) - - .. TROJA t PLATE OFFSETS (X -LEFT, Y -TOP): (j2-4. 21, ' r 2-0 4-0 IX4 - 3 .4X7 2 4X8 6 d, 5, . 3X8 4 2-0 4"0 6-0 �X5 2-0 2-0 2-0 L. HL "TO PK: 6 B—B LEFT=HEIGHT: 0-41=2. SPAN: 6-0 RISE: 3-4-2 RIGHT HEIGHT: 3-4—'2 .`LOADING ,(RSF) ,MAX STRESSES MINIMUM GRADE -OF LUMBER PLATES: M20-165, 142 L 0' TOP' .' 2-3-a0 ..215 TOP CHORD: 2X4 ' No . 16Btr GR DF—L ' TOP 16 15 BOTT 4-5-0.971 BOT CHORO:,2X6 No.1 GR OF—L $OTT O B LL:DEFL.@5=0.03 < L/360 WEBS :'2X4 STANDARD GR OF—L. ,STR.INC. LUMB' _ .1.25 PLATE — 1.25 SPACING: 24.0 in, o.c. UBC—ICBO, NDS -91 .REPETITIVE STRESSES NOT USED' - NO. OF -MEMBERS e 1 . DEFLECTION (IN.) L.L- 0.03, D.L-0:04, T.L-0.08 :,REACTIONS; SIZE: 1--1303.3.50 4--1107.3.50' FORCES - LOAD CASE #1 TOP CHORD:4-2-=2665, 2-3- 54 3-4--122 , BOTTOM CHORD:: '4-5- 2347, 1. 5-6- 2347, 6-1- 2347, WEBS:2-6 .1610, , 2-4--2417, LOADING STRESS"INCREASE° LOADING PANEL(PLF)'/ JOINTS(LBS) LUMBER'• PLATE 'TYPE 1 1:25 1:25 UNIFORM 1 3- 62 4-'1 16 _CONCENTRATED 5=,703 6 1262 TOP CHORD BRACING @ 24 O.C. UNLESSRIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ -10' a- O.C. UNLESS RIGIDLY SHEATHED. .LATERAL ' BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION ` z AUG 0 2' 1999 t s C DAL A WARNING - Vmify design parameters and READ NOTES ON THISAND REVERSE -SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based -only upon parameters shower and is -for, an individual building component to,be installed and loaded vertically. Applicability of desigrparameters and proper incc. ration of component is responsibility of building designer: not truss designer. Bracing shown is for lateral support of individual web f members only. Additional temporary bracing to insure stability during construction' is the responsibility of the erector. Additional' ht Y I V permanent bracing of . the.overall structure is the responsibility of the bulldmg,designer. Forgeneral guidarice'regarding P fabrication, quality control, storage, delivery, erection,: and bracing, consult OST -88 Ouality'Standard, DSB-89 Bracing Specification, and HI8-91 Handling Installing and Bracing Recommeodatioma0ailable from Truss Plate.lnstttute, 583 D'- MITok Induitrleavinc.. - - ''•• . Onofno Drive, Madlson,' WI53719 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat, building designer, erection supervisor, property 1/8"securely J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each g Y 9 C2 C3 other, WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate n 3 Q �' ; joint and embed fully. Avoid knots and wane plates /a" from outside edge of v o M at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at X14 panel length(' 6" from adjacent joint.) C BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. - to slots. BOCA 86-93, 85-75. 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing ot]0 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed; unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring . WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with''�� which bearings (supports) occur. = stacks of construction materials. 14, Do not cut or alter truss member orplate. IMITM without prior approval of a, professional engineer. . MiTek Industrial, Inc. �ling, TM -z 15. Care should be exercised in handfi erection and installation`of-trusses;:.- PANEL © 1993 Mitek Holdings;zlnc. 1s. HYDRO-AIR O CLIP FORM018,019 �' � PLATE OFFSETS (XLEFT, Y-TOP): (j3-6, 2.5), (112-5, 3). [113-5, 21. 1114=4, 1.51. [j 15 5, 21. (117 4 1.51: " .2-8-15. 4-3' 9-4 `' 12-4 .15-0 18-1.1-13'2Q-4' Z81 ... .5 24-4- 2-8-1 .2-8-1 .3-11713. 3.0 '' 2-8 3-11 13.1-4-3 4-0 5X10 . '6X12 4X8 4X5' 4X5' ,w + s B 7- 4X5 4X5:. 2, 4X7+7X8 5X5+3X5. ... 9 3)��I :t 1>� • 3), 8) 9 -10X10 4)�El 3X� . 4X5, , 2-8=1 5-4=3 6-'-1 9-4 12-4' 15-0 18-11-132.-4 4-4 K 2-8-.1• `2-8-1 0-9-9* 3-2-4 3-0• `. '-2-8 3-11-'13 1=4=3 4-0 L. HL' TO PK: 5-11-12 * R -HL. TO PK 5=11-12 '- LEFT HEIGHT: 0-4-2 SPAN: 24-4 RISE: 3-4'-1 RIGHT HEIGHT: 0-4-2 ' LOAOING •-(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - CHORD: 2X4 No.i&Btr PLATES: M20-165..142-.. GR DF-L'• L. D.;.• TOP" 4-5=0.525 .SOP 16 15. BOTT 14-15=0•.941 -BOT. CHORD: 2XB N0_2 GR OF-L _TOP - BOTT O B LL.OEFL.@13=0.18 < L/360 WEBS :'2X4,' STANDARD GR OF-L STR.INC.: LUMB 1.25. PLATE m. 1.25 "'SPACING: 24.0 in o.c. UBC-ICBG,TPI-91' REPETITIVE STRESSES NOT USED - " NO. OF MEMBERS 3'- DEFLECTION (IN.) L.L- 0.18, O.L-0.26; T.L-0.44 REACTIONS, SIZE: I--10050, 3.57 9-=5267, 3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--20987, 2-3--18324, 3-4--17937, 4-5--21463., 5-6--17007, 6-7--9944 7-8--11175, 8-9--11333. BOTTOM'CHORD: 9-10-• 10189, 10-'11-'10189. 11-12- ,17007, 12-13- 21463. 13-14- 21184, . 14-15- 21184; 15-16- 16347, , 16-17- 18916, 17-i= 18916, WEBS: 2-17- 1816, 2-16--2821. •3-16- 2378„, 3-15- 5356;. 4-15--4170. 4-14 .2]61, 4=13- 367;'- B-SO- 42, 5-13-, 4175,..5-12=-6]86, - 6-]2-.4344, 6-A 1--8401. _ ,7=11- 4934, a-11--,420. LOADING STRESS, INCREASE,' LOADING' ';' PANEL (PLF) '/ JOINTS'(LBS). LUMBER PLATE'` TYPE. '. ' 11 1.25 1 25 UNIFORM 1 .9- 62 9-13- 16 --13- 1- 699 CONCENTRATED 3= 579. 13- 3284,. 15=,110,7 i 3 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS9 i'n. o.c.(TOP CHS.). AND 3 ROW(S) OF,.131x3 in. NAILS 5 in. o.c'(BOTT: CHS.) or Webs_u.s,e 1 ROW,o- f NAi(_S 1_ 1n o ****NOTE:Special -hanger is regd p dist bottom chord, concentrated load to all, -- -- - - AUG 02 1999 '.TOP CHORD BRACING 24 O.CrUNLESS RIGIDLY SHEATHED, BOTTOM CHORD, r CONTINUOUSLY BRACED 117 0"-0.C. UNLESS RIGIDLY SHEATHED: LATERAL C' BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. • Q(Z0i. " CATION IOOD REQ D) REFER TO TQI PURL HIB-98RACINGW TRUSSESALWAYS y ���Qln� O�NG y - ,. COMMENTARY AND RECOMMENDATION r� � A WARNING - )pert desi arameters and READ NOTES ON"THIS AND'REVERSE I �Y 8n'P N©' `�� _ Design valid for use only with MITek connectors. This designis based only upon parameters shown; and ran p�q"ideal./ Mf' and incorpora1kSn building component to be installed and loaded vertically: Applicability of design parameters proper I ' component is responsibility of building designer 2not truss designer. Bracing shown Is for lateral'support of individual web9 =-" members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For'gen&al guidance regarding -fabrication, quality control, storage,-delivery, erection, and bracing, consult OST-88 Ouility Standard, DSB-89 Bracing' Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D• ' JAITek•Industrle , Inc bnofrio Drive, Madison, WI 53719 _ , _ ,• -• _ _ - �•. f Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss'and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property. �e �a J2 J3 J4 TOP CHORDS owner and all other interested parties.. { 2. Cut members to bear tightly against each C2 c3 other, � WEBS J5 3. Place plates on each face of truss at'each * For 4 x 2 orientation, locate o K ; Q ; joint and embed fully. Avoid knots and wane plates /8" from outside edge of v O at joint locations, truss and vertical web. as 4. Unless otherwise noted, locate chord splices I/4 at panel length(' 6" from adjacent joint.) CIB�, o BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. .Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating formai refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOIN7 7. Camber IS a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75. 9128 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided,at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transfb-"-g v�4 WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are 'the�re_sponsibility of BEARING others unless shown,,,.-' ,� `• Indicates location of joints at 13. Do not overload roof or floor trusses-es which bearings (supports) occur, stacks of construction_mdteriols, - 14. Do not cut or alter truss member .or_pI to h. M!TM without prior approval of,a professional MITek Industries, Inc. ® engineer, 15, Care should be exerelsed.in.hondling, erection and installation of trusses,'; •IIIIllllllll �•�R��O - PANEL TM `�;;;, ,� �• � © 1993 Mitek Holdings, Inc.. -_' Y NYDRO'A/RO CLIPFORM018,019 �ci rv-Haid ® .. t .[,.0-1834271. Customer' MEG -6698 _ Fri- Jul 30 11-: 31:.07.,!A999' . Pro-ject #: 729MF�G Truss' ID T=5 Family # 324 I.Span "12-0 Quantity 1 'Top. Pitch 6/12. ACES -32 ver.2_O. bld (4/6/1999) - - _ ' .TROJAN PLATE OFFSETS (X -LEFTY -TOP): (j2.-4,2.51, (14.4, 1.51, [)6-4.1;51. K3-2,-1 1 8-1-8 1'2, 0 3-.2=11: 4=10-13 3-10-8 6X8 1 X4 3X6 .3X6 6 = - .2X4' 3X10 ' r 3-211, q 8-1-8 12-0 3x4: 3•-2-.1.1 4-10-1.3 3-10-8 I- HL TO PK:3-7-4. LEFT4HEIGHT: 0-4-2 - SPAN: 12-0 RISE: -2-3=6 RIGHT.': -HEIGHT: 1-11-7 . •LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER-. PLATES:M20-165,142 L D TOP: 2-3-0:262 TOP CHORD:2X4 No.1&Btr GR OF -L TOP 16 15 BOTT 6-7=0.444 BOT CHORO:2X6- No.2 GR DF -L BOTT -0 8 LL:DEFL,.@6mO.O2 < L/36O .WEBS :2X4 STANDARD GR OF -L STR.INC .:. LUMB 1 25 PLATE 1•:25 SPACING 24.O.in..o.c. UBC-ICBO,TPI-91 REPETITIVE.STRESSES'NOT USED NO. OF MEMBERS _ 1 ` DEFLECTION (IN.)'- L.L- :0.02, 0.LrO.04. T.L-0.06 REACTIONS; SIZE: 1--1013,,3.50,5--949,3.50 FORCES - LOAD CASE #1' . TOP CHORD: ` 1-2--1695, 2-3--1556.•.- 3-4--1556, 4-5--774 , BOTTOM CHORD 5-6 0, .6-7;' 1508,.+ 7-1- 1508, WEBS, `2-7- 375, 2-6- 50, •'3-6--268, 4-6- 1689, LOADING STRESS INCREASE LOADING PANEL (PLF) %, JOINTS (LBS) LUMBER. PLATE TYPE ' 1 1:25 1.25 UNIFORM 1 4- 62 5-, V 94 CONCENTRATED. 2- ,136, - TOP CHORD BRACING'S 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD „ CONTINUOUSLY BRACED 0 10'O" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. r - FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. AU2. G' 0 2 1999:: V j i,)�nc�Ff 5 a r lVI4V 7 .. ' Symbols Numbering System ®General Safety Notes • PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property on joint unless tai. Centedimensions Damage or Personal Injury i dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C2 ca other, WEBS J5 0 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate 0 2:K a '' ; joint and embed fully, Avoid knots and wane plates /8" from outside edge of V o a ,ti z at joint locations. truss and vertical web. FO a `O 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) I C8 C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT.. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. , practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel `grade specified, to slots. BOCA 86-93, 85-75, 91 28 10. Top, chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 w provided at spacing shown on design, �/� Indicates location of required 11.'Bottom chords require lateral bracing cit 10• �/ continuous lateral bracing. ICBG 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, V// unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at r ,- 13, Do not overload roof or floor trusses:wit.h', which bearings (supports) occur. - stacks of construction materials: , t �— TM 14. Do not cut or alter truss member o,r;:pldte_t': L without prior approval 'of professional: -` z engineer. MITek Industries, Inc. 15. Care should be exercised -in handling, -" ® TM erection and installation` of -trusses =• .� =:. PANEL ©1993 Mitek Holding's, Iric:. HYDRO,AZRO CUP 7.. a. FORM018.019 00000 O 'Customer MEG -6698 Mon Aug- 2, 1'1 ;43: •1.4L,1999:"' " ,Project .#; 729MEG Truss ID T-6 Famil-y.# special, Span 32.0 Quantity 3 Top. Pitch 6-/12 " Bat pitch 12/12 " .CES -32 Ver:2.0. Bad (3/26/1999) ron i T • PLATE OFFSETS (X-LEFY-TOP): O7=6.2.51, O9=5, 2). O11=5, 81, [115-5,*81i .. .28-6-8 4=4-3 10-5- 1 1- 4-7=1 7- - 3- 4.4-3 6-112 6=1-3 1-6. 6-7-5 -4-11' 3-5-8 1.6' 5X6 4X8. 6X8 4X5 6X1.2. s . 4 s5 6 ' ?' 3X4 .4X5 4X8 e M 14 13 1 4X6. 10 '/ r�1�+ -� 17 16 1S 10X10 4X5 10X12tt . - 0 l- QItke- t 4X8 '3X4' 10X10 10X10 r ' 3X4 ' 28-6-8 4-4-3' 10-5-6 16=6-8 1 -0- ` 4=7-13 47-0-8. .32-0 4;-4-3 671.-2 6-1-2. 1-6 6-7-5 =4-1.1 3-5-8' ;L:' HL TO PK: 4=10-6 INTERNAL.RISE:1-6 R. HL TO' PK 8-2-1-.0' LEFT HEIGHT:.1'i0-2: SPAN: 32-0 RISE: 4-4-2 RIGHT HEIGHT: 0-4-2 .• LOADING (PSF)'• ,..MAX STRESSES' MINIMUM GRADE OF LUMBER PLATES:M20-165,142: L D' TOP 5=6=0.772 TOP CHORD:2X4 No.1&Btr GR OF -L -.TOP' 16 15' BOTT- 13-14=0.610 BOT CH0RO:2X6 No.2 GR DF -L BOTT "0 B LL..DEFL.@14-0.25 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB :1.25 -PLATE o 1..25.. SPACING • 24.0 in. o. c. UBC-ICBO,TPI-91 REPETITIVE STRESSES NOT, -,USED NO -OF MEMBERS m 3 WEB: 5-14;' 7-12;' 9-12_T0 BE 2X4 No.16Btr GR OF -L REACTIONS; SIZE: 1�-3284, 3.50 10-=3191, 3.50 FORCES' -.LOAD CASE #] TOP CHORD:'_ 1-2--3200, -'2-3--3969, :374--3544; 4-5--7379, 5-6--12607, 6-7--8844, 7-8--17807, 8-97-17755,. 9-10--6630, BOTTOM CHORD: -'10-11- 5916, 11-12- 8364,-12-13-'8851,'13-14-.12608, 14-15-'10435, .15-16- 6361, 16-17- 6360, 17-1- �0., _ f. , 11 . WEBS:,: 2=1'7- 3769, 3-17= 605 4=17--3281, 4-16- 145, 4-15- 1178, 5-15--7720. 5-14- 8843,'• 6-14--59,1, 6-13--3956, 7-13! 867,,` 7-12- 9262, 8-12--235, 9-12- 9983„ 9-11--5648," NOTE: PROVIDE, FOR 0.28 IN. HORIZONTAL DISPLACEMENT.AT''ONE BEARING LOADING STRESS -INCREASE LOADING PANEL-(PLF)*- JOINTS(LBS).: ,. .'LUMBER PLATE • TYPE 1. 1.25 1.25' - UNIFORM 2-,3- 62 3,- 7 '155 7=10 ;62,- 10- 17, 40 CONCENTRATED 3=1579 ;.7= 579• " 3 MEMBERS NAILED TOG. W/1 ROW(S) OF'.131x3 in. NAILS 8 in. o.c.(TOP CHS:), AND ~I ROW MY OF .13]x3 in. NAILS 12 in. o.c(BOTT.'CHS. ) For Webs use 1 ROW of NAILS 12 in. O.C. " AUG 0 2J 1999 FES p � ON , F �(�Zx"') C049919 ��^. Ad ® WARNING Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. y t Design,valid for use only with MiTek,connectors. This design is based only upon parameters shown, and is for an individual building component to be installed:and loaded vertically. Applicability of design parameters and proper incorporation of ��1A component Is responsibility of,building designer - not truss.designer. Bracing shown is• for lateral support of individual web N\Q' members only. Additional temporary bracing to insure stability during construction is'the responsibility of the erector. Additional '.Prow :'permanent bracing of the overall structure is_the responsibility`of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation.available from Truss Plate Institute; 583 O'.': MIT@k Induslrils, ;Inc: : Onotrio Drive, Madison, WI 53719. L Symbols y Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t". *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat, building designer, erection supervisor, property �e 'fie 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C1 �� other. Q WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ; Q oNJ joint and embed fully. Avoid knots and wane plates /8" from outside edge of 0 O a �y ; _ at joint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chord splices at X14 panel length(' 6" from adjacent joint.) C8 C, � o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural' consideration and MITek/Gang-Nail Joint/Plate Placement Chart.' FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum,plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown: Indicates location of joints at 13. Do not overload roof or,floor'trusses with_ which bearings (supports) occur. stacks of construction materia"Is. TM 14, Do not cut or alter truss, member or plate,,, without prior opproval'of'a professional._ engineer. MITek Industrie>o, Inc. TM PANEL 15. Care should be exercised in handling, erection and installation of trusses. 1' J 1993 Holdings, © Mitek Inc:, HYDROAIR0 CLIP GANG-NLAUL _ f~ FORM018.019 (R) PLATE OFFSETSU(=LEFTY=TOP): (j5-5. 31. (j7-6.2.51,,'(j9=B, 21, [111=5, 81,.[j14.6.71. [j15-5•.Bl, (j17-5, 1;51, OP CHORD OM JT. > TO JT. TO BE SHEATHED OR z s __E4RACED ATMIN: O.C.TMAX. - 28-6-8 4-4-3 10_ - 16-6- 1 '- - 4-7-1--47-0-8. _ .2_.6. 6-1-2 6-11-3 1-6 6-7-5 -4-11 3-5-8. 1-6 6X12 Jk 3X4' 5X6 3X8, .7X10 s. 3 4 5' 6, 7 114 3X6 a 4X14 14 13 .. , .4X8 1.� 17 is 1s 12X12' i 3X4 10X1211 �o 1 3X9 2X4 10X10 10X10 . 3X4' - _ ', - ,_,- • 28-6-8 4-4-3 10-5-6 `16-6-8 1 -0- 4-7-1 7-0- - 4-4-3 6-1-2 a 6-1-2 1-6•' 6-7-5 -4-11 3-5-8 1-6 L: Hll_ TO' PK: 4-10-6 INTERNAL RISE: 1-6 'R. HL" TO :PK 8-2-10', LEFT 'HEIGH•T: 1-10-2 -: SPAN: 32-0 -RISE: 5-4-2, RIGHT HEIGHT: 0-4-2 LOADING (PSF)' .. ?MAX 'STRESSES. MINIMUM GRADE OF LUMBER - PLATES:,M20-.1:65,-142. L D. TOP 5-6=.0.911 TOP CH0RO:2X4 No.i6Btr GR OF -L., TOP, 16 15 BOTT 13=14-0.679 BOT CHORO:.2X6 No.2 GR OF -L BOTT O• 8 LL'.OEFL.@14-0.28 <'L/360 WEBS 2X4 STANDARD GR DF -L, °STR.INC.: PLUMB -:_-,-1.25 PLATE _ .1.25 SPACING ' 24.0 in.. 0. c. UBC -ICBG, TPI -91 REPETITIVE STRESSES.'USEO NO. OF -MEMBERS 1. . : WEB: 5-14*.-- 7-12; 9-12. TO BE 2X4 N0. 16Btr GR .DF -L REACTIONS; SIZE:.1--1237; 3.50 10--1432, 3.50 FORCES - LOAD,CASE i1 TOP CHORD: 1-2--1203,. 2-3--1387; 3-4-=.1238, 4-5--2761, 5-6--4712, 5-7--3215, 7-8--6791; 8-9--6771,- 9-10--2597, BOTTOM CHORD: 10-11- 2318, 11-12- 3276, .12-13-i 3218, 13''-14- 4712; 14-15- 3905..15-16- 2362, 16-17- 2362, i7-1= 0 ? WEBS: 2-17 1317. 3-17- 305, 4-17--1309, 4-16- 61, 4-15- 462, 5-.15 2896, 5-14- 3299, 6-14-•233, 6-13--1573. :7-13- 361, 7-12- 3739, 8-12--164,' 9-12- 3745, 9-11--2212; -NOTE: PFIOVIOE,FDR 0.:.3,1, IN. HORIZONTAL -DISPLACEMENT AT ONE BEARING - WEB 4717: 6 -13 -BRACED at 1/2 POINTS AS SHOWN ABOVE TOP CHORD BRACING 24" O:C: UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES %) COMMENTARY AND RECOMMENDATION.. 2' ONS, .+ Al:��d T Symbols . Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION I •., FUIIUfe t0 FOIIOW Could CCIUSe PfOpel't)/ t�. *dimeCent on joint unless ns.ons Damage OI' Personal Injury i dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat, building_ designer, erection supervisor, property 1/8" �eTOP J2 J3 J4 CHORDS owner and all other interested parties.. ' 2. Cut members to bear tightly against each cz other, J5 Q 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate K ;Q ZC7 joint and embed fully. Avoid knots and-wane plates /e' from outside edge of O a �y z at joint•locations. truss and vertical web, as 4. Unless otherwise noted, locate chord splices o at �/4 panel length(' 6" from adjacent joint.) � BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. - The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS; 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified,-' to slots, SOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, . unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at .-. 13. Do not overload roof or flo"o� trusses which bearings (supports) occur. stacks of construction mdteridls----` ,_ 14. Do not cut or alter trussmember or. plate -=; without prior approval;of a profess opal engineer, i- MITek Industries, Inc. 0 TIM i Ti 15. Care should be exercised in,hondling, erection and installati(on',oftrusses`'T •i,° PANEL © 1993 Mitek Holdings; Inc::`'' HYDRO-AIR CLIP FORM018,019 GA?4G-NAIL Q) T ' 1'r [ .O 1834276" 1 .- Customer .:• MEG -6698 Fri Juw1 •30 1'1 '31[.45. 1.999. C., .. Project #: "729MEG Truss ID T-8 Family # .108 r Span 32-01 Quantity 3 Top Pitch 6/12' ACES -32.. Ver.2-. 0,+61.0(4/ 6/1999) - -TROJAN PLATE OFFSETS '(X=LEFT, Y -TOP) [)7-3,'31, [110-4, 21, .3-4-7 _..,, 8-10-3 , • . -14=6 20-1-13 25-7-9 32-0 2=6' 3=4-7_, 5-5-12 5-7-13 ` 5-7-13 ..'.5-5-1.2 6-4-7.. ' 4X4 "..3X4 3X4 4 6 3X4 5X6 1X4 3 7 3X5 Er e 10 F . 9 1 3X4 5X83X4 3X5 6-0-5• 14-6 22-11-11 32-01 6-0-5' .., 8-5-.11 8-5-11 9-0-5 L . HL TO . PK: 16-2-'9 R. HL TO PK 19-6-13 LEFT -HEIGHT: 1-10x2'>. SPAN: 32-0 RISE: 9-1-2 RIGHT HEIGHT: 0-4-2 ':.LOADING (PSF) MAX.,STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-16,5, 142 L D. TOP 3-4-0.210 TOP CHORD:2X4 No.1&Btr GR OF -L' • TOP, 16, IS. BOTT IB -9-0.308', BOT CHORD:2X4.'No.1&Btr GR DF -L. BOTT O' 8 ._LL.OEFL.@9=0.04 < L/3601 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB- 1.25 PL'ATE'= 1.25 SPACING:.-16.0'in.o.c...' UBC-ICBO.TRI-91 REPETITIVE STRESSES.USEO NO..OF'MEMBERS 1 ' DEFLECTION (IN.) • L.L- 0.04, O.L-0.-06, T:L=0-.09 - REACTIONS, SIZE: 1--824,°3.50 8--954,3.50 FORCES'-- LOAD CASE101. TOP -CHORD: -1-2--67 2-3- 0 3-4-- 33 4=5--824 5-6--824., 6-7--1258, 7-8-=1412,`' BOTTOM CHORD: 8-9- 1254, 9-10- 1007, 10-11- 860, 11-1= 728, WEBS: 3-1-7:1028, 3-11- 168, 4-11--58, 4-10--177, 5-10- 504, 6-10--392,' 6-9-:275, 7-9=-203 . WEB 4-10: 6 -10 -BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c TOP CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 19 0' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDI110NAL• PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING•WOOD TRUSSES " COMMENTARY AND RECOMMENDATION.. . AUG 0 2 1999 ' C,{��AIQ D CQ!UIV ����' t t�°r�� y [ .O 1834276" 1 .- Customer .:• MEG -6698 Fri Juw1 •30 1'1 '31[.45. 1.999. C., .. Project #: "729MEG Truss ID T-8 Family # .108 r Span 32-01 Quantity 3 Top Pitch 6/12' ACES -32.. Ver.2-. 0,+61.0(4/ 6/1999) - -TROJAN PLATE OFFSETS '(X=LEFT, Y -TOP) [)7-3,'31, [110-4, 21, .3-4-7 _..,, 8-10-3 , • . -14=6 20-1-13 25-7-9 32-0 2=6' 3=4-7_, 5-5-12 5-7-13 ` 5-7-13 ..'.5-5-1.2 6-4-7.. ' 4X4 "..3X4 3X4 4 6 3X4 5X6 1X4 3 7 3X5 Er e 10 F . 9 1 3X4 5X83X4 3X5 6-0-5• 14-6 22-11-11 32-01 6-0-5' .., 8-5-.11 8-5-11 9-0-5 L . HL TO . PK: 16-2-'9 R. HL TO PK 19-6-13 LEFT -HEIGHT: 1-10x2'>. SPAN: 32-0 RISE: 9-1-2 RIGHT HEIGHT: 0-4-2 ':.LOADING (PSF) MAX.,STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-16,5, 142 L D. TOP 3-4-0.210 TOP CHORD:2X4 No.1&Btr GR OF -L' • TOP, 16, IS. BOTT IB -9-0.308', BOT CHORD:2X4.'No.1&Btr GR DF -L. BOTT O' 8 ._LL.OEFL.@9=0.04 < L/3601 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB- 1.25 PL'ATE'= 1.25 SPACING:.-16.0'in.o.c...' UBC-ICBO.TRI-91 REPETITIVE STRESSES.USEO NO..OF'MEMBERS 1 ' DEFLECTION (IN.) • L.L- 0.04, O.L-0.-06, T:L=0-.09 - REACTIONS, SIZE: 1--824,°3.50 8--954,3.50 FORCES'-- LOAD CASE101. TOP -CHORD: -1-2--67 2-3- 0 3-4-- 33 4=5--824 5-6--824., 6-7--1258, 7-8-=1412,`' BOTTOM CHORD: 8-9- 1254, 9-10- 1007, 10-11- 860, 11-1= 728, WEBS: 3-1-7:1028, 3-11- 168, 4-11--58, 4-10--177, 5-10- 504, 6-10--392,' 6-9-:275, 7-9=-203 . WEB 4-10: 6 -10 -BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c TOP CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 19 0' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDI110NAL• PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING•WOOD TRUSSES " COMMENTARY AND RECOMMENDATION.. . AUG 0 2 1999 ' C,{��AIQ D CQ!UIV ����' t t�°r�� y Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION - Failure to Follow Could Cause Property 13/, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property �e J2 J3 J4 TOP CHORDS owner and all other interested parties., 2, Cut members to bear tightly against each C7 �� other. WEBS - J5 o 3. Place plates on each face of truss at each * For 4 x 2:orientation, locate _ 0 _ K a Q �' ; joint and embed fully. Avoid knots•ond wane plates 1/8" from outside edge of v O a M at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) C, C BOTTOM CHORDS _ *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. . 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative-treated lumber. * For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is d non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 , 10. Top chords must be-sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring. WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof`or floor trusses with which bearings (supports) occur. stacks of construction, materials,._ �- -- TM 14. Do not cut or olteOl u'ss member:orplote 6 without prior apprbval'of,a prof essignal:. engineer. s MITek Industries, Inc. ..._ 15. Care should be exercised in handling, • c TM PANEL �- . erection and installation 6f trusses; © 1993 Mitek Holdings;>Inc:,'--- L HYOR0 AIR ® CLIP FORM016,019 01834275 7 :, Customer MEG -6698 Fr i Ju -l'`;30 .1,1. 31: 3e, 1999 .Project #: 729MEG _ Truss ID• T.-9 Family # 10B . Span 35-0'Quah'tity 6 Top'-Pi,tch :F 6/112... ,CES -32 Ver.2,.O..B1d (4/6/1999) - - •:TROJAr, PLATE OFFSETS '(X -LEFTY. -TOP): [j2-3,31; (j8-3.31. [i 11-4.'21 " 24-0 _ =6� 6-4-7 1�1-10=3' 17-6 _17-22- 23;1 1 28-7 35- 2 6'=4-7 ..:5-5`12. `. 5'-7=13 4-6. 1- - f 3 4-7-9, 6-4-7 0-10-3 4X4' a w 3X4' 53X4 ; 3 6 7- .5X6 5X6 _ 2. a .4X6 ,4X6.. 1` 9 112 - 11 10 3X4 `'5X8 3X4 �kS 9-0-517-6 25-11-11 35-0 9-0-5r.. 8-5=11 875-11 9-0-5 L. HL TO PK: 19-6-13 R. HL TO PK 19-6-13 LEFT HEIGHT: 0-4-2 SPAN: 35-0 k RISE: '9-1-2 ..RIGHT HEIGHT: 0-4-2 LOAD ING."(PSF) MAX•_STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-165, 142 L "'D TOP 8-9=0.325.' r'•- TOP CHORO:2X4 No.1G.Btr GR DF -L`' TOP 16. • 15 �-BOTT .'9=10-0 307 BOT CHORD: 2X4 No.. 16Btr GR OF -,L - BOTT O: 8 LL.DEFL.@30-0.07,< L/360. WEBS: :2X4' 'STANDARD GR OF -L STR INC.: LUME1 1.25 PLATE, i 25•` SPACING 16.0 in o..c UBC -ICBG, NDS -91 REPETITIVE STRESSES -USED -:t. NO... -OF.- MEMBERS 1' DEFLECTION (IN.) L.L- 0.07, D.L-0.10, T.L-0.17; -REACTIONS, SIZE:_•1--1053, 3!:50 9!--1072, 3.50 FORCES LOAD CASE -#1 TOP CHORD: 1-2�-1741, 2-3--1575, 3-4--1111. 475--1089, 5-6--1123. 6-7.='-1517, 7-8 1616,' _ 8-9--1782. BOTTOM CHORD: 9-10- 1540, 10-11-`1269 .11-126' 1232, 12-1- 1503, WEBS: -2-12=-221. 3-12= 303. '73=11==427, 4-1,1= 745, 6-11=-480. 6-10= 303, B-10=-221; LOADING STRESS INCREASE . LOADING PANEL (PLF) / JOINTS (LBS) ' LUMBER PLATE TYPE 1 1.25 1.25 - UNIFORM' 1- 9- 41 97. 1= 11 CONCENTRATED 5- 30 7-'30 WEB 3-11: 6-11 BRACED at' 112 POINTS AS SHOWN ABOVE Note: Use 1x4 or 2x3 Cont.Bracing conn.w/2=8d nails, or T -brace of'.same size and grade as web conn. to narrow face w/lOd-nails 6 in. o.i TOP CHORD BRACING 24" O.C. UNLESS RIGIDLY SHEATHED,' BOTTOM CHORD CONTINUOUSLY BRACED a 1a 0.O.C. UNLESS RIGIDLY SHEATHED. LATERAL - BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE Y /r 1 I C O 'Z ,1999 , FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS A V " REP D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES' COMMENTARY AND RECOMMENDATION.. 13 tilL�}� COU OQt?O� SS.(�,� P I ®• WARNING Verify desigie parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with M[Tek connectors.` This design is basedonly.upon parameters shown, and.is for an individual building component to.be installed and loaded,vertically. Applicability'of design parameters and proper incorporation of component Is responsibility of buildingdesigner -hot truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to'insure stability during construction is the responsibility of.the erector. Additional, permanent bracing of the overall strudture is the responsibility of the building designer. For general guidance regarding ^fabrication, quality control, storage, delivery, erection, and bracing; consul( QST=88 Quality Standard, DSB-89 Bracing - tS\Fi, Speclflcatlon, and•HIB-91 Handling Installing and Bracing Recommendatiowavailable from Truss Plate Institute, 583 D' MITok;lndustfista, Inc bnofrlo Drive, Madison, WI 53719 ' Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 1�*Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property � �a J2 J3 J4 TOP CHORDS owner and all other interested parties... �- 2. Cut members to bear tightly against each C1 C3 other. J5Q 3. Place plates on each face of truss at each *o For 4 x 2 orientation, locate ;Qjoint ; X and embed fully. Avoid knots and wane plates /a" from outside edge of X o a �ti M at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices �/4 at panel length(' 6" from adjacent joint.) C? C6 BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it 18 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 9128 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 ®/ continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is-installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the_.responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof o0loor-trusses�with: which bearings (supports) occur, - stacks of construction:materials.. - -- TM 14. Do not cut or alter truss'member or. x without prior approval of a professiondl ' _ s, engineer, MITek Industries Inc. ?r' - 15, Care should be exercised in`handling,- ` s ® TM PANEL erection and installati, nwof trusses. © 1993 Mitek Holdings, Ind:,,2 ''', ® HYDRO,A/R® CLIP �,• FORM018.019 �,C 02121738 ) Customer MEG -6698 Mon Oct 4 08:49:28 1999 Project: 729MEG Truss ID T-10 Family: # 201 Span 12-3-8 Quant it'y 2 Top Pitch 6/12 PLATE OFFSETS (X-LEFTY-TOP):`(j2-5.21. (j5-6.1.51,' 6-1-12 12-3-8 6-1-12 6-1-12 1X4 3 I HUJAN o j -„ BUTTE COUNTY �vjL��It-f d C BUILDING DIVISION �y,r Dep j ��` i` �`l,0r r I Ir•:il p1 vodod Irn u::.; manly wdh Mirok torn n;�.l�n:. I I�iS �Irr,:ily i.c: hn;:r•11 rudy ullnn I�;n nu nanl; ^hnvn i, :u1rl i;: for n- inlivid—I I uIl I I nen u,nl I.1 L� 1 II I : I. -!h,oI1v .I. lU 1 I u n I nl Innprr a rt tl❑ rdio" nl '/ nI I I I I . mqp� mil nhty I 1 III I I. p .I II hu I I,pu I)I n Intl h a I t. 1. .d q.l ,SII of in liv Thm u -A, `\ \ nv• n1 rL. only: MLliti-,,l ' uy I r.n.n.'I I. n• I 1161iq iri ul I u 'trurll.n IS It" r l Ii: 11 hili of the t. .IDI. Atklil vrd Y \�1P•.r \��1�1�. Imanenl blar'inp "I IL.• .Tall •:In o9un• I:. II', l l I ! ^ I I� 1 Ihl 1 Ih I inl ling I I rt 6. n. n d w I mI IM"irntlon Anally , �mhnl, ;.I, q:.1^. .Ir li \ ..n ,!r I I I f ri nrl r i I ilf Q$T It❑ 01'.01v . 1 1 1-1 r1 I1 ,R fl 7 171 .. I y •:Pnr,illronun,aull Illn pI n 1 IOnu 1 t. II !n n ,I Iln,l:uilt 11 ,1,t ltunrl 1,111r.n �I, 14,.1- Il�im I`I..•5I I.An 11adIIn,, at.l.!= },p)Tok I,ndustr)oo, Int. 3X9 4 NOTE: TRUSS I.D. "T-9" OF THE SAME JOB USE SIMPSON LUS28 TO CARRY 7X6 6-1-12 ( 12-3-8 6-1-12 6-1-12 L . HL TO PK:• 13=8- 15 LEFT HEIGHT:0-4-2 SPAN:12-3-B RISE:6-5-14 RIGHT HEIGHT:6-5-14 LOADING '(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2-0.431 TOP 16 15 TOP CHORD:.2X4 No.l&Btr GR DF -L BOTT 4-5@0.867 BOT CHORD:2XB SS GR DF -L BOTT 0 a LL.DEFL.@5-0.04 < L/360 WEBS :2X4 STANDARD GR OF -L. STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:16.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES NOT USED NO. OF MEMBERS 2 ' DEFLECTION (IN.) L.L- 0.04. D.L-0.06, T.L-0.10 WEB: 2-5 TO BE 2X4NO.1&Btr GR OF -L REACT IONS. SIZE: 1--5187, 3:50 4--5i87.3.50 TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10' 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL FORCES - LOAD CASE . N 1' BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. TOP CHORD: 1-2--5879, 2-3- 0 3-4--124 FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS BOTTOM CHORD: -5- 5276. 5-1- 5276, 2-5- -5- 4939. 2-4=-5879, WEBS: 2 - REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION - LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 41 4- 1- 823 2 MEMBERS NAILEDITOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.).AND 2 ROW(S) OF .131x3 in. NAILS 4 in. O.c(BOTT. CHS.) For Webs use 1 ROW Of NAILS 12 in..O.c. RECEIVE® OCT 0 5 1999 OCT 14 1999 ���r•�. o j -„ BUTTE COUNTY �vjL��It-f d C BUILDING DIVISION �y,r Dep j ��` i` �`l,0r r I Ir•:il p1 vodod Irn u::.; manly wdh Mirok torn n;�.l�n:. I I�iS �Irr,:ily i.c: hn;:r•11 rudy ullnn I�;n nu nanl; ^hnvn i, :u1rl i;: for n- inlivid—I I uIl I I nen u,nl I.1 L� 1 II I : I. -!h,oI1v .I. lU 1 I u n I nl Innprr a rt tl❑ rdio" nl '/ nI I I I I . mqp� mil nhty I 1 III I I. p .I II hu I I,pu I)I n Intl h a I t. 1. .d q.l ,SII of in liv Thm u -A, `\ \ nv• n1 rL. only: MLliti-,,l ' uy I r.n.n.'I I. n• I 1161iq iri ul I u 'trurll.n IS It" r l Ii: 11 hili of the t. .IDI. Atklil vrd Y \�1P•.r \��1�1�. Imanenl blar'inp "I IL.• .Tall •:In o9un• I:. II', l l I ! ^ I I� 1 Ihl 1 Ih I inl ling I I rt 6. n. n d w I mI IM"irntlon Anally , �mhnl, ;.I, q:.1^. .Ir li \ ..n ,!r I I I f ri nrl r i I ilf Q$T It❑ 01'.01v . 1 1 1-1 r1 I1 ,R fl 7 171 .. I y •:Pnr,illronun,aull Illn pI n 1 IOnu 1 t. II !n n ,I Iln,l:uilt 11 ,1,t ltunrl 1,111r.n �I, 14,.1- Il�im I`I..•5I I.An 11adIIn,, at.l.!= },p)Tok I,ndustr)oo, Int. 01834287-] Customer MEG -6698 Fri Jul 30 11 32:,43 1999 'Pr.oject #: 729MEG Truss ID, T-11 Family '# 324' Span 24-,0, Quantity 2 'Top Pitch 6/'12. rrs-32 Ver .2.0`--B1d (4/8/1999) - - TROJA PLATE,OFFSETSlX-LtFI,Y-IpN):•I)r=a,2.'b1. U4-4•[.Ol', lJ�.-Q.U. 2=6 a 7-4-3 ,12_0 16-7-13 .24-0 7-4_;3 4-7-13..•_ 4-7—.13 7-4-3 . 6)�8. 3)�4 6X8 4 416 :. 3R4: 5)ZL: 4� l8 3)�4 A' ` 7-4=3 12-0.,, 16-7-13. 24-0 7-4-3 4-7-13 4-7-13 7-4=3 L . HIL 'TO PK B 2-9 R . HL. TO . PK 8-2-9 LEFT HEIGHT. O 4-2 SPAN: 24-0 RISE: '4-4-2 RIGHT. -HEIGHT: 0-4-2., LOADING -(PSF) .; 'MAX STRESSES MINIMUM GRADE, OF LUMBER- PLATES: M20-165, 142 L D TOR, 1-2-0.579 TOP CHORO:2X4 NO.I&Btr GR DF -L TOR " 16:' 15 :r BOTT 8-1-0'.'401 BOT CHORD,: 2X4 No. 16Btr GR DF -L BOT -T. O 8. LL.OEFL.@7.=0;.06-< L/360 .WEBS :2X4' STANDARD GR. DF -L "STR. INC .LUMB -.1-25 PLATE -.1.25 SPACING:24.0 `in "o : c UBC-ICBO,' TPI-91• -_REPETITIVE_;STRESSES NOT USED' NO: OF MEMBERS _ 2 . DEFLECT -ION (IN'.).: L.L-.0.06, O.L-0:O8, T.L-0:14 - REACTIONS, SIZE: 1--2416.3.50 5-2416.3.501 -FORCES =-LOAD,CASE ii 2,,,TOP CHORD:- 1-2,-4036, 2-3--4152: 3-4--4152," 4-5--4036 BOTTOM CHORD; 5-6- 3585, 6-7-'3585, 7-8-- 3585; B-1= 3585, WEBS: 2-8- 237,_ 2-7 726,,. 3-7--721,, 4-7- 726, 4-6 237, LOADING STRESS INCREASE. LOADING PANEL(PLF)' /'"JOINTS'(LBS) LUMBER PLATE TYPE 1 1.25 -1.25 UNIFORM 1- 2-'62 2-,4- 155 4- 5- 62 5- 1- 40 CONCENTRATED 2 579 4- 579 2 MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 in. NAILS 11 in.' o.c..(TOP CHS,.), AND i ROW (S) OF .131x3 in.' NAILS 12 in. o.c (BOTT. CHS,.) F^ wphs-use.i ROW .of NAILS 12 in. o.c. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 10 0 O,C, UNLESS RIGIDLY SHEATHED: LATERAL' R BRACING AL PERMANENT AND TEMPORARY BRACING E REQUIRED ARE AS SHOWN ABOVE REQ D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION:. (WHICH IS ALWAYS v pf6SSl0 , 4 049919 - WARNING .- Yenfy design parameters and READ NOTES ON THIS ANDWEVERSE SIDE B FO�SEP. Design valid for use only with MITek connectors. This design is based'only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer'- not truss desigrier. Bracing shown is for lateral support of individual web �qe tl ` members only. Additional temporary bracing to insure stability during constructlon'is,the responsibility of the erector. Additional Gm •t A permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .fabrication, quality control, storage, delivery, erection, and bracln ','consult OST -68 Ouall ` Standard, DSB-89 Bracing* Specification, d HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, sea D' MITeItandustrlis, Inc "y Onofrio Drive, Madison, WI 53719. - „ Symbols Numbering System kGeneral Safety. Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t �. * Center plate on joint unless Damage or Injury dimensions indicate otherwise. .Personal Dimensions are in inches. Apply plates to both sides of truss and l.. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property ..e /6 J2 J3 J TOP CHORDS owner and all other interested parties.. T 2. Cut members to bear tightly against each Ca Q other. Q WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o K ; Q '' ; joint and embed fully. Avoid knots and wane plates I /8' from outside edge of � o a ,,ti ; M at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at I/a panel length(' 6" from adjacent joint.) CIB C7� o BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location -dimensions shown indicate minimum plating'requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91 28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 1 b continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013=N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at _ 13, Do not overload roof or loor trusses: with- which bearings (supports) occur, stacks of construction"materials. 14. Do not cut or alter'trussAmemberrorplote.:_ without prior opprbVal'of a professional engineer. t MITek Industries, Inc. TM 15. Care should be exercised in handling," erection and instdllafion.of trusses. R PANEL ©1993 Mitek HOldin Inc: " HYDROS/R® CLIP O - .o,{" A� F FOR M016.019 _ -NAIL Cr, ustome, _: '.'MEG -6 x' 698 [ O 1834288 ] ' ,;Fri Jul ,30 11,: 32:148 '1999; Project,4:i'729MEG' TruSS ID T-12 Family '# 324 Span. - 24-0 Guantity 1 Top Pitch 6/•12,.'' CES -32 ver,2..0. B1C (4/6/1999)' - - - - TROJA PLATE OFFSETS (X -LEFT, Y -TOP): O2-4, 2.51.()4-4. 2.51. 07-4, 21. -6 7-4-3: 12-0 'T6-7-13 `24-0' 2-6 7=4-3 4-7-13 4 '7-13'. 7-4-3 .)6OP,CHORDF OM JT. 2 • TO JT;I TO BE SHEATHED,OR BRACED. AT 2�IN. O.C. MAX.6X8 68 154.4 315 3) 5 t J�4 5h 1 R4 7-4-3.12-0' 16-7-13 24-0 7=4-3 4.=7-13 4-7-13 7-4-3 L.- :HL TO PK: 8-2-9 R . HL TO PK B-2-9 - ,LEFT HEIGHT: 0-4-'2 SPAN: 24-0 RISE: 5-4-2 RIGHT HEIGHT: 0.-4-2 LOAD'ING`.(PSF) MAX STRESSES,MINIMUM GRADE OF LUMBER PLATES:'M20-165,142 L D TOP 1-2-0.698 TOP CHORD:2X4' No.16Btr GR DF -L TOP 16' 15 BOTT 5-6;0.279 BOT CHORD:2X4-No.i6Btr GR DF -L BOTT.. O 8-. LL.DEFL.@7,=0.04 < L/360' WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB •i 25 PLATE- 1.25' SPACING:24.0 in b.c UBC-ICBO,TPI=91 REPETITIVE -STRESSES -USED ; NO. OF MEMBERS 1 DEFLECTION (IN.) L.L- 0.04, D.L-0,06, T.L-0.•10. , .''REACTIONS, SI2E: 1--1120, 3.50 5--1120,21.50 FORCES.- rLOADrCASE #I,+i TOP CHORD: 1-2--1402,, 2=3- 1472, 3-4-=1472,. 4-5"1-002. TOP 1 • BOTTOM,CHORD 576- 1245; -6-7 1245; 7-8-, 1245, 8-1- 1245, WEBS: 2-8 95, 2-7- 290, 3-7--288, 4-7- 290.. . 4-6= 95, TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD 1 CONTINUOUSLY BRACED @ 10' (Y O.C. UNLESS RIGIDLY SHEATHED. LATERAL ^' BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. AUG 9 2 1999 p%OKSS p 4 f ♦ . . v 71 WARNING Verify des:gn.paranieters and READ NOTES ON THISAND RE SP BE�`�� ,E ( E.1�i� w Design valid for use only with MITek connectors: This design is based only upon. parameters shown, and Is for an indi ids uall ' :building component to be installed and loaded vertically. Applicability of, design parameters and proper incorporation of - - component is responsibility of building designer - not truss designer. Brac ng.shown is for lateral support of individual"web members only. Additional temporary bracing to insure stability duringconstruction is the responsibility of the erector. Additional" `permanent bracing of the overall structure is the responsibility of the building designer: For general guidance regarding`'�F fabrication; qualify control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation'available from Truss Plate Institute, 583 D`_''MITek Ind uatrlep, inc. Onofrio Drive, Madison, WI 53719 - - Symb®Is Numbering System AiGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property *Center plate on joint unless Damage Or Personal injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property /a J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C2 C3 other. J5 0 WEBS 3. .Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 _ 3 Q .� 3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web. as 4. Unless otherwise noted, locate chord splices 1/4 at panel length(+ 6" from adjacent joint.) C8 V. o BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of — required direction of slots in U1 J8 J7 J6 lumber shall not exceed 19 % at time of, connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species andesize, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots.. SOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11, Bottom chords require laterdlbracing at -1 G. continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring.- ; ' ' WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the.responsibility.of BEARING ' others unless shown. ,�' , ;,- " <, Indicates location of joints at 13. Do not overload roof of flobf trusses with, which bearings (supports) occur. r stacks of construction m=aterials; – n 14. Do not cut or alter trussmember of plate a MI'T11 without prior opproval,of'a_professiorid .I lMiTek Industries, Inc. engineer. -' 15, Care should be exert e&16-. handling,. ® TM PANEL... erection and installation; ofirusses, ©1993 Mitek Holdings, IrSc:;-= a *�, ;,_ -. -•� HYDROA/R®. CLIP .:..._..:. FORM018,0196'nwiL 01034209 n Customer MEG-6690Fr i Ju 1 30 11: 32: 54 . 1999 Project `#:. 729MEG Truss' ID T=13. r. Family' %#. 104 Span. 24-0 Quantity 5 Top Pitch 6/12 s kCES'=32 Ver.2.0, BIC (4/6/1999) - = - - _ ,TROJA Symbols Numbering System AGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of.truss and l . Provide copies of this truss design to the securely seat: building designer, erection supervisor; property Ya /B J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C7 �� other, WEBS J5 o 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate _ a 0 Q '' ; j oint and embed fully. Avoid knots and wane plates /8" from outside edge of X o a �y _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at �/4 panel length(' 6".from adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to,the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek%Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOLA 86-93, 85-75. 91 28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 1G ®/ continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. . SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or War trusses'wit which bearings (supports) occur. ,h. stocks of construction motefidls. TM 14. Do not cut or alter truslsLz me'm•�.ber orpiate _ without prior opprovaqf.aprofessiona: engineer, MITek Industries, Inc. ® ` 15. Care should be exerclsed; n,-hondling, erection and installation.3of,:trusses. TM PANEL 1993 Mitek HoldingsnceLHop FORM018,019 ( 01834278 ] Customer MEG-6698 Fri Ju 1''30'11. 31:'58.1999. Project #: 729MEG Truss ID T-14 Family W 323 Span 17-3-8' Ouantiay 1• Top Pitch:.:.- 6/42' ACES 32 Ver.2.0'-131d (4/6/1999) -- - - - _ .- °.•'•^ 'TROJAN PLATE OFFSETS (X-LEFT: Y-TOP): [j2-4,2.51, [)4.5, 1.51. [)6-4, 2.51. ` 2-6 7=4 3 '12-3-13 17-3=8 t 7=4 3 4-b1-11 ;4=1-1-11 - 6X8 1 X4.' 4X7 2 3 4 3X4+4X4' 6 r" t 1X4 4X12 5 J 3X4. 7-4-3 12-3-13 17-3-8 7-4-3 4-11=11 4-11-11 L^ HL TO PK: B-2-9 LEFT.HEIGHT:0-4-2- SPAN:17-3-B RISE: 4-4-2 RIGHT HEIGHT:4-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,1.42 L D TOP' 1-2=0.777 TOP CHORO:'2X4 No.16Btr GR DF-L TOP 16. 15 ''BOTT 6-7=0.572_. BOT CHORO:2X4 No.16Btr GR DF-L :BOTT -O B LL•.OEFL.@7=0:04 < L/360 WEBS :.2X4 •STANDARD GR DF-L, STR.INC.: LUMB = 1.25 PLATE ='1:25. SPACING:`16.0 in o.c._., UBC-ICBG.TPI-91 ,REPETITIVE STRESSES NOT'USED NO. OF MEMBERS = 1' DEFLECTION (IN.) L.L- 0.04, D.L-0.06, T.L-0.1,0 REACTIONS, SIZE: -1--142k3l 50:5==1635, 3.50 FORCES,-',LOAD CASE41 TOP: CHORD:- 1-2--2201,,.. 2-3--1550;: 3-4--1550' 4-5--1545, BOTTOM CHORD: '5-60. 6-7- 1955: 7-.1-: 1955, WEBS: 277--227; 276--507,.-. 3-6--709, 4-6- 1957, LOADING STRESS INCREASE`. LOADING PANEL;(PCF)",/ JOINTS(LBS); LUMBER PLATE. • ^ .' TYPE 1 1.25 1.25 UNIFORM 1- 2- 41„ 2- 4- 145 ', 5 1- 37 - CONCENTRATED 2- 579 TOP CHORD BRACING @ 24°.O:C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD +' CONTINUOUSLY BRACED @ 10 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, AREAS SHOWN ABOVE. 'FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS = REQ-0) REFER TO TPI PUBLICATION HIB-91 BRACING'WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. ' 7% AUG. 9 2 '.1999; WARNINGi- Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with M(Tek connectors. Thi§'design is based only upon parameters shown; and is for an individual'; building component to be installed and loaded vertically. Applicability of'design parameters and proper,incorp6ration of component is is responsibility of building designer - not truss designer: Bracing shown,is for lateral support of individual,web all members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer: For general guidance regarding�`rC� 'fabrication, quality control, storage, delivery, erection, and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatiomavailable from TFuss Plate institute, 583 D' , M)Tek.Industrlea; lne Onofrio Drive, Madison, WI 53719 - - - Symbols Numbering System AGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property1?'. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye /B J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C2 c3 other. J5 EBS 0 W 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 Cl joint and embed fully. Avoid knots and wane plates /e" from outside edge of a �° M at joint locations. truss and vertical web. as o 4. Unless otherwise noted, locate chord splices 1/4 at panel length(+ 6" from adjacent joint.) C C, BOTTOM CHORDS _ * This symbol indicates the 5: Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not ' applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75. 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 1 L continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the�spo,nsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof dr -c� floor trusseswrth ; which bearings (supports) occur, ` -: stacks of construction m- terials. ,V, TM �: 14, Do not cut or ajter4r'uss:member op,plate�..�, ~•; _ without prior a d p pproval af;a professibnal •' MITek Industries, Inc.- engineer, 15. Care should be exercised,in handling, TM PANEL erection and install dtion.oftrusses" © 1993 Mitek Holdings, Inc:'•�r- CLIP HYDRO.a/R® FORM018.019 0iB34293'J Customer.' MEG -6698 Fri, Ju l 30'' 11:.33:.1,6-1999,_ Project #: 729MEG; Truss ID, T-154 Family # 323 Span `17,-3-6 Quantity 3 Top Pitch 6/12 ACES -32' Ver.2.6. Bld (4/6/1999), - - TROJAN, - PLATE OFFSETS (X=LEFT, Y -TOP)': (12-4,.2.51; 26, 7-4-3 12-3-13 _17-3-8 • ; 7-4 3 4-T1 II \\ 11 // - II Z . 3X4 . 1 ° 1X4 3X8 S 3X4 ( T-4-3 ( 12-3-13 ( 17-3-8 1 7-4=3 4:-11-11. 4=11-11 L : '.HLTO : PK: B-2-9 LEFT HEIGHT:0-4-2 SPAN: 17-3-8 RISE:5-4-2' RIGHT HEIGHT:4-O-3 LOADING (PSF) MAX STRESSES. MINIMUM GRADE OF LUMBER. PLATES:M20-165,142 L D TOP 1-2-0.358 TOP CHORD: 2X4 No.16Btr GR OF -L TOP, 16 15 BOTT 6-7-0.143 BOT.CHORO:2X4 No.16Btr GR OF -L BOTT O B LL:OEFL @7-0.01 < L/360 WEBS :2X4. STANDARD GR OF -L STR.INC.: LUMB 1.25 PLATE m 1.25 SPACING:15.0 in.o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES':1JSED NO. OF MEMBERS 1 DEFLECTION (IN.)' L.L-'0.01, 0.L-0.01, T.L'-O.02 REACTIONS, SIZE: 1--572, 3.50 5--,442, 3.50 FORCES = LOAD CASE TOP CHORD: f-2`-555, 2-3z--410`,' 3-4=-410 4 5-=416 BOTTOM CHORD: 5-6- 0.4 6-76•493. 7-1r 493, -` - _ WEBS 2-7 65,, 2-6--103, , 376--202 4'-6 518, TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD` CONTINUOUSLY BRACED @ 10; 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS WHERE REQUIRED, ARE AS SHOWN ABOVE. I FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO;TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION: AUG 0 2 1999 Symbols Numbering System AGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property 13, * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property �e �a J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each c� c3 other. Q WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ; Q 3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices �/4 at panel length(' 6" from adjacent joint.) C, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at Iti continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less' if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor 'trusses.with`` which bearings (supports) occur. stacks of construction mdterials.�-- , —� TM 14. Do not cut or alter truss member or -plate without prior approval of a professiondl engineer, MITek Industries, Inc. O 15. Care should be exercised in handling, ems., erection and installat�onof.trusses,,�.; •- k ` TM PANEL •-, r n © 1993 Mitek Holdings,'Inc:1,,_.. HYDROA/R® CLIP FORM018,019 01834294 Customer' : • MEG -6698 _ Fri Jul 30 1 1 33:,21 1999 Project.' #: 729MEG Truss IO T-16, Fami'dy #' 10.4<. . Span,: 17-3-8 Ouant'ity 3 Top Pitch 6/12 _ 'vc-a�-.vnr 2.'O: Bla•(4/6/1999L.'. - .. .� TROJA Symbols Numbering Syste AGeneral Safety Notes PLATE LOCATION AND ORIENTATION FUIIU(e TO FOIIOW- Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the. seat. building designer, erection supervisor, property � 1/8"securely 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C1 other. QN�,J5 3. Place plates on each face of truss at each * For 4 x 2 orientation,, locate o 3 K 3Q . Z joint and embed fully. Avoid knots and wane plates /8" from outside edge of 0 O a �y _ at joint locations. truss and vertical web, a 4. Onless,otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint.) C, o BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE - 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS,, 9. Lumber. shall be of, the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75. 91 28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at, 1(U, continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or -less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or f1bo� trusses with ' which bearings (supports). occur. stacks of construction materialsr""'-Ell . . •.. TM 14. Do not cut or alter truss_ member or plate without prior approval ofd professional, engineer, MITek Industries, Inc. ® 15. Care should be exercised iri-handling, F erection and instollat on;af,trusses. TM PANEL -. ©1993 Mitek Holdings,) HYDROI!/R® CLIP - ,'`+tr'�•.,'.-_ FORM018.019 t'�o.NG-nWn ® .;�' -`#. %,' 01834279 ) Customer 'r• .,MEG—6698, Fri ju'14 30 11: 32:, 03 '1999' Project #:. ,729MEG Truss ID T-17 Family #' 104 I Span .^c 29-0 Quantity .9 Top Pitch 6/12 (ACES -`32 V,er:.2.0, B1C (4/6/1999) - - , .TROJAN , PLATE ;OFFSETS } (X -LEFT, Y -TOP) [j 7-3, 21 r2-6 7-6-5 r 14-6L 21-5-11 29-0 2=61 7-6.-5, {.6-1'1-1 t 6-11-11 - 7-6-5 , 4X4 }X4 114 2 4 - 4X6 n 4X6 t 5 r, 7 6 r l 5X6- 3X4 9-10-3 19-1-13 29-0 9-3-9 9-10-3, LI- HL TO PK: .16=2=9 R . HL TO PK 16-2-9 'LEFT HEIGHT:'0-4-2 - SPAN: 29-0 RISE: 7-7-2 :: RIGHT HEIGHT: 0-4-2 LOADING,- (PSF) . MAX -STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 1-2=0.486 TOP CHORD:'2X4• No.i6Btr GR DF -L 'TOP ;16 15 - BOTS 7-1-0.469 BOT CHORO:2X4 No.16Btr GR DF -L 'BOTT. O _B; LL•.DEFL.@7-C.C5 < L/360 WEBS 12X4 STANDARD GR DF -L aSTR.INC.: LUMB 1".25 PLATE. x1.25 SPACING: 24.0 in o.c,- UBC -ICBG, TPI -91 REPETITIVE STRESSES USED N0, OF MEMBERS 1'•' DEFLECTION (IN:) L.L 0_05, D_L-0.08, T.L-0.13 REACTIONS, SIZE: 1 1315.3:50 5--1315.3.50 FORCES+- LOAD CASE .01 TOP CHORD: 1-2-"1778, '2-3--1546._-'3-4-'-1546. 4-5--1778,.•, BOTTOM CHORD: 5-6--1581, 6-7- 1080, 7-1'- 1581 NESS: 2-7--379, 3 7- 564, .3-6 564 • 4=6 -379,_ TOP CHORD BRACING 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ .10' O" O.C. UNLESS RIGIDLY SHEATHED." LATERAL BRACING OF -WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB-9TBRACING WOOD TRUSSES' COMMENTARY AND RECOMMENDATION. x �� �(�� j• AUG 0 2 1999 �� r 990�/0"� N 049919. WARNING, Verify d hn , pa., ineders and READ NOTES ONTHSAND -REVERSE SIDE BEFORE USE. ;' I Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vert[Aly. Applicability of•design parameters and proper incorporation of component is responsibility of building designer - 1.❑ottruss designer: Bracmg'shown is for lateral support of individual web members only. Additional temporary bracing to insure stability, during construction is -the responsibility of the erector. Additional rag'_"�kAl permanent bracing of the overall structure is the responsibility of the building designer: For general guidance regarding _ "fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Biacing ' Specification, and HIB -91 Handling Installing and Bracing -Recommendation available.from Truss Plate Institute_ ; 583 W MITsk. Industries; InC Onofrlo Drive, Madison,.Wl53719 ' Symbols Numbering System ®General Safety Mots PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injury - dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 'fie Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. T 2.' Cut members to bear tightly against each 7 C7 CJ other. Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate K ; Q ; joint and embed fully. Avoid knots and wane plates /8" from outside edge of o a �y _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1 /4 panel length(+ 6" from adjacent joint.) C8 C7 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber fordead, load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 1 C. ®/ continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less,.if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. II , Indicates location of joints at 13. Do not overload roof oT f ortrUs es wi#h`° which bearings (supports) occur. _ stacks of constructio'n:mdtenals. TM 14. Do not cut or alter t�ussmember•.or plate, '. without prior approval o_f=a professional:';'; MiTek Industries, Inc. TM engineer. ^.r 15. Care should be exercised in hon.dling, - erection and instollbtion of trusses. PANEL © 1993 Mitek Holdings.;Jnc.. HYDRDA/R® CLIP ® •tip«,'.'. FORM016.019 pq,yG_ry q,l R•';O 01B342B0 ] Customer MEG -6698 Fri Jul �30.- 1.1.•'32: OBr 1999, 'Project #: 729MEG Truss ID T-18 Family. # ( 324 Span ; P,4-10 Quantity 1 Top 'Pitch 6/12 CrIS 32'Ver.2.:0:Bld (41611999) - - TROJQ ,•BOTT'•CHORO SPLICES: B -9-5X6: 2`4'3. 8-10' 15-2 21-7-13.. 2a-0 ,7=6 2-4-3 6-5-13 6-4-'1 6--13 2-4-3'5 _ 5X6 5X6 2 3 k I. 5 r '10 9' 8 . 7 3X5 3X5. 6 (or2r4-3 $-10 1'S-2 21-7-13 2a-0 �%yl !; Q' G 2-4-3 6-5-13 6-4=1 6-5-13 2-4-3 a L.. -HL TO PK: 2-7-8 R'. HL TO PK 2-7-8 LEFT. HEIGHT: 0-4-2 ' SPAN: 24-0 RISE: 1-10-2 RIGHT HEIGHT: 0-4-2 LOADING, IPSF). , MAX STRESSES MINIMUM' GRADE,. OF LUMBER PLATES: M20-165; 142 L D TOP CHORD:2X4 No.16Btr GR DF -L . 'TOP 16'•_ 15 BOT CHORD:2X4 No.16Btr GR DF -L' BOTT O B: LL.-OEFL.@0-0:00 < L/360 WEBS :2X4. STANDARD GR DF=.L STR.INC::-L'UMB 1.25 PLATE 1.25 SPACING:24.0 in o.c. UBC-ICSO,_TPI-91 ,. 'REPETITIVE STRESSES"USED' NO. OF MEMBERS v i DEFLECTION (IN .) L,L- O.00, D.L-O.00. T.L-0..00 ,• NOTES: (1) -Gable studs spaced. at 16 inches o.c.. (2) -Brace vertical•studs in -accordance -with standard gable end detail s (3) -Continuous bearing provided along entire bottom chord (4)-Provide'1X4 plates at each end of gable'stud unless otherwise noted• NOTE_ LEFT,ANO RIGHT`OVERHANGS REQUIRE SUPPORT OR LEVEL RETURNS TOP CHORD BRACING 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @' 10' 0' O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICHIS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES o . COMMENTARY AND RECOMMENDATION.. C�� AUG 0 2 1999 - ��pON� y� �' Symbols Numbering System AGenerd Safety Cotes PLATE LOCATION AND ORIENTATION Failure TO FOIIOW Could Cause Propertyt?'. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property � /8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C2 c3 other. WEBS J5 o 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 = K> 3 ,,� ; Q joint and embed fully, Avoid knots and wane plates 1/8 from outside edge ofAilli a at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chord splices X14 at panel length(+ 6" from adjacent joint.) C-8 C? C6 O BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75. 91-28 10. Top chordsmust be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 1 u continuous lateral bracing, ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 . 12. Anchorage and/or Load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING�= --- others unless shown,' r1AIndicates location of joints at 13. Do not overload roof or, floor trusses with'f-_ which bearings (supports) occur. r• stacks of constructibh:materials,; �— TM 14. Do not cut or alte itr.uss.memberYor_"plate! ,_' without prior apptoyal of a professional.., r MiTek Industries, Inc.r=' engineer. ® TM 15. Care should be exercised in handling, �1 erection and instdll9ltion:of tr•�" trusses. Y PANEL 4F. ^tet. © 1993 Mitek Holding HYDRO,A/R® CLIP fORM016,019 GANG-NAIL ® [ 01B34261..) Customer ',: MEG -6698 w Fri Jul '30 .11 32: 14 19,99 Project #; 729MEG• Truss ID T-'19 F'ami"19' # - 324. Sean_ 24-A' Quantity:1'. ToP Pitch 6/12 ,CES -32 ver .2 O. BYa (4/6/1999) - , =�'.. y. . TROJA PLATE OFFSETS (X -LEFT, Y -TOP): [)2-4, 2.51. [)5-4-2.51, [)B-4, 1.51, [)9-4. 1:51.• '.'BOTT- CHORDSPLICES 8-9-3X8: - - - - 4-3-2 14-10 —7-13 - 4-0 7— —4-3 5-9-13 5-8-1:' 5-9-13. —4-3 - a , 6X8-'6X83X4`. 1X4 „ 2 "3 .4 s 10 9 e 7.. 4X6 -1X4 3X6 3X9 1X4 —4-3. 9� X14-1 0-7-1 47-3, : 5-9-1.3.'. .5-8-1 5-9-13 —4-3 - L . HL- .TO PK:.3-6-15 f R:. HL TO PK 3_e___:15 '.LEFT HEIGHT:.0-4-2 SPAN: 24-0 RISE:,2-4-2 ' RIGHT HEIGHT: 0-4-2 .LOADING(PSF)- *MAX STRESSES- MINIMUM GRADE OF LUMBER PLATES: M20-165,142 LD,,. TOP 2-3-0.521 TOP CHORD:2X4 No.16Btr.GR DF -L TOP 16 'm 15,,.BOTT 8-9-0.481 BOT CHORD:2X4 No.16Btr GR DF -L _BOTT O B• LL.OEFL.@8-0.14 <.L/36Q WEBS :2X4 STANDARD GR OF -L' .STR.INC.:-.LUMB 1.25 -PLATE m 1.25 SPACING 24.0 in o.c.' UBC-ICBO,TRI-91 'REPETITIVE STRESSES'USEO NO. OF'MEMBERS.- I DEFLECTION(IN.) L:L- 0.14, D.L=0:'20, T.L-0.33. . REACTIONS, SIZE: .1-, 1510,,3.50 6=-1510,3.50 'FORCES -'LOAD CASE `#1 'TOP. CHORD: '1-2-=1687, 2-3--2997, '3-4--2997,. 4=5--2997, 5-6--1687, = BOTTOM, CHORD:': - 6-7- 1486, 778= 1486, :'8-9= 2997„ 9-10- 1486;_- 10-1;,51486. WEBS: 2=10- 72, .2-97 1577, 3-9--356; .3--:8- 0, - 4-8--356. 5-8- 1577, 5-7- 72.z NOTE: LEFT AND•RIGHT OVERHANGS REQUIRE SUPPORT OR LEVEL, RETURNS TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM CHORD CONTINUOUSLY BRACED 10' 0- O.C. UNLESS RIGIDLY SHEATHED., LATERAL ' BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. � . ' p 2•.,1999 ; ., AUG . Symbols Numbering System AGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor,-property A /8 J2 J3 J4 TOP CHORDS owner and all other interested parties.. � 2. Cut members to bear tightly against each c2 c3 other. o - WEBS J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate _ 0 K ; ¢ 3 joint and embed fully. Avoid knots and wane plates I /8' from outside edge of a at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices at' /4 panel length(+ 6" from adjacent joint.), C8 C, o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of — required direction of slots in J� J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE - preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and M[Tek/Gang-Nail Joint/Plate•Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE,CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. SOCA 86-93, 85-75, 9128 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided, of spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at IC continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to-trusses are theresponsibility of BEARING K others unless shotivn.:. -,- Indicates location of joints at 13. Do not overload roof or.,f110 r•trusses�with� which bearings (supports) occur, 4 stacks of constructtion.materials.,_MI TM o 14. Do not cut or alter 'truss.rn embero;r;plate' without prior appro'v�al of.o professionah..; engineer. AMITek Industries, Inc. ® TM 15. Care should be exercised,in handling erection and insta0afionof trusses. PANEL © 1993 Mitek HoldingsJnc: HYDRO A/R ® CLIP cnNG-wuL ® .. "••T.:.-r`.m-.:"'t FORM018.019 - 01834282 ] Customer 'MEG=6698., Fri Ju1•`30 '11: 32: 20 1999 Project. #:. 729MEG Truss ID. T-20; Family # 324 ' SPa,na.. :_24-0 Ouan'tity 3 Top Pitch'6/12 ACES=32. Ver.2: 0. B 1 C`(4/6/.1999) - - TROJAI PLATE ' OFFSETS (X-LEF!Y-TOP) : 1)2 -4..2.5), [j4-4.2.51.,(j7=4: 21 ; 17_6 S-4-3 12-0 18-7-13 24-0. .7-6., , 5-4-3: 6-7713 6-7713^ 5-4-3 6X8 1X4 `6X8 2 3 8 7' 6 • ., ..4X6 4X6• 1X4 5X8 1'X4 5 1. o tl,e 5-4-3 12-0 18-7-13 24-0 5-4-31 6-7-13 6-7-13 574-3 L-' HL., TO PK' S 11-12' R. HL TO PK 5-.11 12 LEFT HEIGHT:'0=4-2 SPAN:24-0 RISE:3-4-2 RIGHT HEIGHT: 0-4-2, LOADING (PSF) "MAX STRESSES MINIMUM GRADE OF,LUMBER PLATES:M20-165,142 L''. -D TOP 2-3-0_669 TOP CHORD: 2X4 No.16Btr GR'DF-L TOP 18. `15 BOTT -7-8-0.309 BOT CHORD: 2X4 No.16Btr GR OF-L.- BOTT O S. LL.DEFL @7=0.07 < L/360 WEBS 2X4 STANDARD GR OF-L STR-:*INC .: '.'L•UMB .- 1.25 PLATE 1.25 SPAC-ING 24.0 in o . c . UBC-ICBG, TPI-91 REPETITIVE STRESSES'USED NO.. OF MEMBERS i DEFLECTION (IN".) L:L- 0.07, D.L-0:09, T.L-0.16' REACTIONS, SIZE: 1-71510: 3.50'-5--1510, 3.50. r FORCES` LOAD CASE.*.1 TOP CHORD:' 1-2--1556, 2-3--2012: 3-4--2012, ' .4-5-=1556, BOTTOM CHORD: 5-6 1378,'- 6-7= 1378, .i7-8-t 1378, 8-1- 1376, WEBS: 2-8 95, 2=7- 685, 9-7--412, 4-7� 685,' 4-6- 95, a NOTE: LEFT AND RIGHT OVERHANGS REQUIRE SUPPORT OR LEVEL RETURNS TOP CHORD BRACING 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM CHORD - CONTINUOUSLY BRACED,@ 10' 0" O.C.. UNLESS RIGIDLY•SHEATHED. LATERAL- BRACING ATERAL"BRACING OF WEB MEMBERS, WHERE REQUIRED, AREAS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING WHICH IS ALWAYS j= REO-D) REFER TO TPI PUBLICATION HIB-91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.: .(� AUG (Po0 2:1999 - f� IOLOFS$510N t Symbols Numbering System AG, eneral Safety [dotes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property1 *Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property �eYe J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each Cz" �� other. Q WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate K Q .� � joint and embed fully. Avoid knots and wane plates 1/8 from outside edge of a atjoint locations. truss and vertical web. o a 4. Unless otherwise noted, locate chord splices 114. at panel length(+ 6" from adjacent joint,) C8 C C()o BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of e required direction of slots in J� J8 J7 J6 lumber shall not exceed 1996 at time of connector plates. fabrication. ' 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format referthe AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and .to MiTek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 -perpendicular to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X slots. in all respects; equal to or better than the dimension is the length parallel grade specified. to slots. SOCA 86-93, 85-75, 91 28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown, Indicates location of joints at 13. Do not overload roof or floo>�sses4wifh'-, which bearings (supports) occur. stacks of construction materials, � `--,., �- �— TM 14. Do not cut or alter trd9s;member or -plate., >n without prior appro iol;of,ci,professlonal engineer. O WltTek Industries, Inc. TM 15. Care should be exercised -in handling' , erection and installgtion:of trusses;. •" .PANEL - �:;,•� '''-' � ' . ©1993 Mitek HOldings3.InC'. .µ.. z f HYDRO-AiR® CLIP - r FORM016,019 GANG -NAIL QR ..-�"•^� _f'y _ [ 01.834291 ] Customer MEG -6698' : Fri ,Ju 1 30 11.`33: 04 1999 Project #:`729MEG Truss ID 'T-21 Family #" +324• Sean, Top' Pitc,h12 24-0 • Quantity 2 .: 6/ CES-32, Ver.2: Q'. -B 16.(4/6/1999) - z _ _ TROJA 2-6 7-4-3` 12-0 16-7-13 24-0 7 .2-6 7-4-3 4-7-13 '. 4-7 13' 7-4-3 618 „354 6X8 4 416 . 4)6 3R4 5) 8 3)�4 7=4-3 12-0 .. 16-7-.13 24-0 . 7-4-3 4-7=13 4-7-113 7=4-3 t . HL -'TO PK: B' 2-9 t R . HL TO PK 6-2-9 LEFT HEIGHT: 0-4.-2 SPAN: 24-0 ' -RISE`. 4-4.-2 RIGHT HEIGHT: 0-4-2.. LOADING (PSF) MAX STRESSES. MINIMUM GRADE OF LUMBER PLATES:,M20-165,142 L ) TOP 1-20 .579 TOP CHORD: PX4'r. 'No . 16Btr GR DF—L 'TOP 16 15 - ,' BOTT 8-10.401 BOT'CHORD:2X4 No.1&Btr GR DF—L BOTT''. O, 8- LL.DEFL.@,7=0.06 < L/360 WEBS ,:2X4 STANDARD GR•OF—L STR.INC:: LUMB =•.1.25 PLATE _' 1.25 SPACING: 24.0 in.'o.'c. UBC—ICBG, TPI -91 REPETITIVE STRESSES NOT.. USED'. = NO.'.OF MEMBERS 2 DEFLECTION (IN.)' L.L-'0.06, D.L-0.08, T.L-0.14' REACTIONS, SIZE: 1--2416, 3.50 5--2416.3.50 ' FORCES'- LOAD 'CASE #1 `TOP CHORD:.- '1-2--4036: 2-3--4152.,' -3-4�-4152,. 4-5--4036, BOTTOM CHORD:` '5-67 3585, - 6-7- 3585, ` 7-8- 3585, B-1- 3585, - WEBS: 2-8�. 237, 2-7- •726,' - 3-7--721, 4-7- 726, 4-6� 237, LOADING STRESS INCREASE', LOADING PANEL (PLF) /, JOINTS (LBS) -LUMBER PLATE TYPE 1_ 1.25.; 1.25; 'UNIFORM 1- 2- 62. 2- 4- 155 4- 5- 62 57 1- 40.', 'CONCENTRATED 2- 579 4- 579 2 MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 in. NAILS 11 in. o.c. (TOP CHS.)-, AND 1 ROW (S) OF .131x3 in.' NAILS 12. in. o c (BOTT•. CHS.), For Webs use -1 ROW of.NAILS 12 in. o.c. �• TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHE D,' BOTTOM CHORD CONTINUOUSLY BRACED @ 10' O" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING,OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION: `•: �Y I�/pG`) Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Could Cause Property t0 FOIIOWersonal * 1?'. Center plate on joint unless Damage or Personal Injury • > dimensions indicate otherwise. - Dimensions are in inches. Apply plates to both sides of truss and l , Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ya /B J2 J3 J4 TOP CHORDS owner and all other interested parties., T 2, Cut members to bear tightly against each C1 �� other. 0 3. Place plates on each face of truss at each * For 4 x 2 orientationAiIIIi, locate 0 _ ;¢ XMN�l joint and embed fully. Avoid knots and wane plates I /s" from outside edge of a at joint locations. truss and vertical web. as 4. Unless otherwise noted, locate chord splices at 1/4 panel length(' 6" from adjacent joint.) o BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J,1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. - fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE -NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOIN7 7, Camber is a non-structural consideration and M[Tek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate, minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects,'equal to or better than the dimension is the length parallel grade specified, to slots. SOCA 86-93, 85-75. 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 1L continuous lateral bracing, ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or,floor�trusses,with which bearings (supports) occur. - stacks of construction materials,. TM 14, Do not cut or alter truss -member or=plate without prior approval of a professlornol engineer, O MITek Industries, inc. TM 15, Care should be exercised•in handlin `• ` "' g" erection and instalidtion 'of ".trusses:-- HYD aD AIR o CLI © 1993 Mitek Holdings; Inc., FORM018,019 CLANG -NAIL ® 01,834292. Eustpmer :'. MEG -6698. Fr, i Ju -l)- 30 '11:,33; .10'- 1999 Pro'j,ect #: 729MEG Truss ID T-22 Family # 324 Span. 24-0 Quantity 1 Top Pi:tCn 6/12,.'• n ACES -32 Ver.2,:0,'-Bld (4/6/1999) - TROJA PLATE'OFFSETS (X -LEFT, Y- TOP): [j2=4. 2.51; [j4-4 2.51. [j7-4.21. . ,'2 6 7 4-3 ., 12-0 • 16-7.-1324-0 .2-64 T-4-3 4-7-13 - 4-=7-13 7-4-3 *jETOP CHORD'FRgM JT. 2' TO JT. TO BE SHEATHED OR ;. BRACED AT IN. O.C. MAX., lx.0-t^1p� 6x8 w- 6�8' 1 �4 4- 315 3j5 . 1)�4 5) 8 1.14 7-4-3' 12-0 16-7-13 1 24-0 4-7-13 4-7-13. 7-4-3 HL TO PK: B-2-9 R. HL_TO PK B-2-9 LEFT -HEIGHT: 0=4-2 'SPAN: 24-0 RISE: 5-4-2. RIGHT' HEIGHT: O•-4-2 LOADING {P.SF)', GMAX'STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L 'D<" TOP_ 1-2=0.698 TOP CHORD:2X4 •No.16Btr GR DF -L TOP .16 15 BOTT 5-6=0.2.79 BOT CHORO:2X4 N0.16Bt'r.GR'DF-L• --B0TTV 0 B' LL.DEFL:@7=0.04 < L'/360 WEBS 2X4 STANDARD.GR.OF-L ST.R ..INC .: LUMB- 1'. 25. PLATE = ''1 :25 SPACING 24 .0 in o . c . U,BC-ICBG; TPI -91 'REPETITIVE STRESSES USED..' NO. OF MEMBERS 1' DEFLECTION (IN.)L:L- 0.04, D.L-O; 06, T..L-0. 10 - REACTIONS, SIZE: 1--1120, 3.50 5--1120,3.50 FORCES - LOAD CASE i1 TOP CHORD: 1-2--1402, -2-3--1472, 3-4--1472; 4-5--1402, BOTTOM. CHORD:' 5-6- 1245; 6-7-.1245. 7-13= 1245,- B-1- 1245, WEBS:'_ 278-,-95.`, 0-7- 290 „ 3_7_7288. 4-7- 290,., 4-6- 95, TOP CHORD BRACING C 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @- la O" O.C. UNLESS RIGIDLY SHEATHED.. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR'ADDMONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES /a, COMMENTARY AND RECOMMENDATION., Plvi �yRO�ESSldA Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Propertyt',. *Center plate on joint unless Damage Or Persona Injury dimensions indicate otherwise, Dimensions are in'inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat' building designer, erection supervisor, property � �a J2 J3 J4 TOP CHORDS owner and all other interested parties.. -{- 2, Cut members to bear tightly against each C7 �� other, WEBS J5 0 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate _ ; 0 ; -joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a �ti z atoint locations. I truss and vertical web. o as 4, Unless otherwise noted, locate chord splices I/4 at panel length(' 6" from adjacent joint.) C C7 o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *• For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT ' 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. 1 practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required` 11. Bottom chords require lateral bracing at 1C, continuous lateral bracing. ICBG 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise-noted, SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trussestwith which bearings (supports) occur, stacks of construction materials: TM 14. Do not cut or alter truss member or:plate - without prior approval of-'a' professional engineer. _ MITek'industries, Inc. 15. Care should be exercised in handling; ® TM ��•"�® PANEL erection and installdfi_.ion:of-trusses,;: ©1993 Mitek Holdingslric. - HYDR0.4/R® CLIP _, FORM018,019 GANG-NAIL ® 1i 02121869 1 .Customer 04E6-6698 Mon Oct 4-09:02:22'1999 Project 729MEG Truss ID T-23 Family # 104 Span . 24-0 Quantity 17 Top Patch 6/12 CES -32 Vei- . 2. 0. B I cj (4/6/1999)- TRn,1A P-1 .7-6 6-3-5 12-0 17-8-1-1 24-0 .7-6 .6-3-5 5-8-11 5-8-11 6-3-5 4X4 3 <5 5 8-0 16-0 24-0 8-0 8-0 8-0 L. HL TO PK: 13-5. LEFT HEIGHT: '0-4-2 SPAN: 24-O RISE:6-4-2 R HL TO PK 13-5 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES L MINIMUM GRADE OF LUMBER PLATES:M20-165,142 D TOP 1-2-0.327 TOP 16 15 BOTT 7-10.351 TOP CHORD:2X4 NO.I&Btr GR DF -L BOT CHORD: 2X4 No.I&Btr GR DF -L BOTT 0 a ILL -DEFL.@7=0.04 < L/360, WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES USED SPACING -24.0 in o.c.UBC -ICBO.TPI-9i NO. OF MEMBERS - DEFLECTION (IN.) L.L= 0.04.D.L=13.05.T.L=0.09 REACTIONS, SIZE: I--1510.3.50 5--1510.3.50 FORCES - LOAD CASE oiTOP CHORD BRACING 0 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD TOP CHORD: 1-2--1462. 2-3-1287.. 3-4--1287, 4-5--1462.. CONTINUOUSLY BRACED @ 10- 0" O.C. UNLESS RIGIDLY SHEATHED.. LATERAL BOTTOM CHORD: 5-5- 1299. 6-7- 887, 7-1 129 9: BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. 3_;_ WEBS: ;1-7--309, 3-7- 478, 478 4-6-309. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS 'REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION - NOTE: LEFT AND RIGHT OVERHANGS REOUIRE SUPPORT OR LEVEL RETURNS RECEIVED OCT 14:1999 BUTTE COUNTY BUILDING DIVISION Oesiqii valid lor i only willi Mil`Pkcom,,�,:I,n I'j, lo'wfl "nly :'p hl nl[hnu conplonnnl I. I. i;lM,1IIQ'I;0l1J 111-10 I Al)I'li',Il)ililv I^ Iv'wlihililv 0 l nd hlul I n r I'll z;l j-, 1"' :.64y 'll:;JJlwll. "I,:: It"! '::'p" rot '1111v 11; t:,,, A, ,i.•v o, ;l 1101111alwill bl"wiml "1 0 lh Speciliralinn, and HIP -91 Ilan (11 In 11"lallillo'll"I n"'Ciml II .": ....... [ 01,8342B3 } Customer^ MEG- 6698. Fri Jul 30:, 11:,32: 25',1999 Project #:'"729MEG - Truss ID J1 Family #_ 205 Span 3-,10-8 Quantity' 6' Top Pitch 6/12 7E5-32';Ver. 2.. O. B l d.(4/6/1999) - - - - _, ,TROJA 3-10-8 r '3-1,0-& ` 2 3X4-.. 3_�6�rekatls 3-10-8 ' - r 3-10-8 'L'. 'HL TO -PK: 4-4 LEFT'" HEIGHT: 0-4-2 SPAN:.3-10-8 RISE: 2-3-6 RIGHT HEIGHT: 2-3-6 `,LOADING (PSF). MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-1,65,,142 ." L' D TOP 1-2-0.147 TOP.CHORD:'2X4 NO.16Btr GR OF—L.. TOP 16 .. 15, BOTT, 3-1m0.038 BOT CHORD:,2X4 No.16Btr GR OF -L BOTT 11 0 8 LL.DEFL. r'"L/360 WEBS :2X4_ STANDARD GR OF—L STR. INC .:` LUMB'.- 1.25 PLATE': — 1.25 SPACING: 24.0 in o . c . UBC—ICBG. TPI' 91 REPETITIVE STRESSES *USED NO... OF MEMBERS 1 DEFLECTION (IN.) L.'L- 0,00. D.C-0.-0O, T.L=0.00' REACTIONS,SIZE: 1-.-335,3.50 3--29, 3;50 2-1111.1.50 FORCES --.LOAD CASE #I. TOP CHORD: 1-2-,0,. -2-3'° 0 BOTTOM CHORD:; 371- 0 - WEBS:. TOP CHORD BRACING 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 0 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REO -D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. %; AUG 0 2' 1999 y _ aaacE�s10 NG• ® WARNING - Verify design pararneters aril READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r` Design valid for use only with Mrrek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded'verlically. Applicability of design parameters and proper Incorporation of. component Is responsibility of building designer -not buss designer: Bracing shown is for lateral support of Individual web �� �y'V ` members only. Additional temporary bracing to insurestabilityduring construction is the responsibility of the erector. Addrtwnal L `aQ. permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding C" fabrication, quality control, storage, delivery, erection, and bracing,' consult OST-88`Quality Standard, DSB-89 Bracing dfi CAL{��� Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583. D' MITek lndustil Onofrlo Drive, Madison, WI 53719 p . Symbols Numbering System AGeneral Safety Notes [ PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property>>% * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the " securely seat, building designer, erection supervisor, property Ye /e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C2 c3 other. Q WEBS J5 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 01 = h> a .�' � 01 joint and embed full Avoid knots and wane y' plates 1/8" from outside edge of a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) C? C o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. indicates location of required 11, Bottom chords require lateral bracing of IL, continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,'9190 12. Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown, Indicates location of joints at 13. Do not overload-r6of or floor,trusses with, which bearings (supports) occur. stacks of construction materials; TM 14. Do not cut or alter truss.mernber or plate without prior approv,61 of a;professionol MITek Industries, Inc. ® TM ���0A engineer. = '; 4 15. Care should be exer'cised in handling,.- andling -TM erection and installationof*trusses,: :. PANEL' •, © 1993 Mitek Holdings' Inc: HYORD A/RO CLIP FORM018,019 .GANG-NAIL ® 't_ .: +''•. - '--, Customer O B3 r•i ul 30' 11: 32: 30,, 1999: 1 4284 MEG -6698 F ,J Project #: 729MEG Truss ID'' J2 Fami`l.y .# 205 ; Span B -Q Ouanti.t9_ : 1.,:; To P- PitCn ¢ 6/12 - rFa–aa'v— P RIM (4/6/1999) - TROJA N 2-6- 8-0 77 7 8-0. E { A 3X4 ,• 3, CCP fr Paaj-ft } 8-0 8-0 L. HL TO PK 8-11-5 .LEFT_ HEIGHT. 0-4-2 SPAN:_8-0 RISE: 4-4-2 RIGHT HEIGHT: 4-4-2 'LOADING. (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-165,142 L D TOP 1-2-0.690 TOP CHORD -"2 No.1&Btr GR'DF-L . " TOP 16 ,:15;.. BOTT 3-10.178 BOT CHOROe2X4 No.1&Btr.GR DF -L 'BOTT'` O B` LL.DEFL. < L/360 WEBS :2X4 STANDARD -GR DF -L STR.INC.: LUMB•- 1.25:PLATE - 1..25 SPACING:24.0 .in o.c: UBC-ICBO,TPI-91 REPETITI'VE.STRESSES USED NO..OF;MEMBERS -.1 OEFLECTION'(IN.)' L.L- 0.00.D.L-O.00; T.L 04.00; ,REACTIONS; SIZE: 1 =496, 3.50. 3r- 62, 3.50 2--239„1.50' FORCES - LOAD CASE -!#I - TOP CHORD: 1-2= 0,.. .,. 2-3 0-. BOTTOM CHORD; 3-1- .0 i.. WEBS: TOP CHORD BRACING @ 24"D.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 0 117 0' O.C. UNLESS RIGIDLY SHEATHED.. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. ' FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91. BRACING WOOD TRUSSES ..COMMENTARY AND RECOMMENDATION.. ��U/// �i r . - � ��,� • �•��IG p 2 1999 F- . ONG pf F ® WARNING - Verify design parameters. and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. C.04991 4' ' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual rt ` building component to be Installed and loaded vertically. Applicability of -design parameters and proper incorporation of �� w component is responsibility of building designer : not truss designer. Bracing shown is for lateral support of individual web 4 P members only. Additional temporary bracing to insure stability during'construction is the 'responsibility of the erector. Additional "permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery,'erection; and bracing; consult OST -88 Quality Standard,'DSB-89. Bracing - - Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5831;' MITek Industries, Inc. ' Onofrio Drive, Madison, WI 53719 C- - - Symbols Numbering System AGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13, * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the seat. building designer, erection supervisor, property �e ,A,,securely J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C7 �� other, WEBS J5 o 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate - 0 7:a , Q ; joint and embed fully. Avoid knots and wane plates /8" from outside edge of 0 o . a _ at joint locations. truss and vertical web, o a 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) CUB�, o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of ,connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, . " For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. SOCA 86-93, 85-75, 91 28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 1 L continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed,, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at - uss 13, Do not overload roof or floor trusses with.- which bearings (supports) occur. stacks of constr,uction,materials- TM ..xn` 14. Do not cut or alter truss member or plate without a s� prior p approval of.;a professional engineer, :" Y MITek Industries, Inc. TM 15. Care should be exercised, in handling, h erection and install' tion`of, trusses: L PEL © 1993 Mitek Holdings�lanc HYDRO -AIR® CLIP FOR MOI 8.019 01834286-.1a Customer :',; MEG -6698;, Fri- Ju 1 ,30 11: 32: 39 ,'•1991. 9 Proj7.29MEG Trus ect s ID' J4 Faml'ly, * 205 �' Top Pitch =6/12 Sean .... -, �.: 6-��. -3.. •. Quantity 6 - %CES-32-Ver.2y O:;Bid'(4/6/1999) TRO. .' .. - .. JA . Y, 2-6 6-0 2 -3X4 . 6-0 r 6-0' L . HL TO, .PK :6-B-8 LEFT HEIGHT,0=4-2 SPAN: 6-0 RISE: 3-4-2 RIGHT HEIGHT: 3-4-2 ..LOADING (PSF)'.'-. MAX.STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L' D TOP.' 1-2-0.377. TOP CHORD: 2X4 No.1&Btr:GR DF -L TOP 15 15= BOTT 3-1-0.097 BOT CHORD: 2X4 No-.16Btr.GR,DF-L ,BOTT:'. O B LL.DEFL. < L/360 WEBS :2X4 STANDARD GR -DF -L STR.INC.: LUMB'- 1.25 PLATE - 1.25 SPACING:24.0 in o.C. UBC-ICBO.TPI-91• ,REPETITIVE STRESSES USED NO. OF MEMBERS 1 ' OEF,LECTION (IN.)', L.L='O.00, D.L=O.00, T.L=0.00 REACTIONS. SIZE: 1--418.3.50-,3--46.3.50 2--177. 1.50 FORCES LOAD CASE i1 TOP CHORD: 1-2= 0 2-3= 0 BOTTOM CHORD: 3-1- •O.' _ WEBS: TOP CHORD BRACING 24' O.C. UNLESS RIGIDLYSHEATHED, BOTTOM CHORD CONTINUOUSLY SL BRACED @ 1V 0' O.C. UNLESSRIGIDLY • R G DLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ' Qao�essln,,� �. WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, -and is for an individual building component to be installe.d'and loaded vertically. Applicability.of design parameters and proper incorporation.0i'component is responsibility of building designer': not truss designer. Bracing shown is for lateral support of individual web - members only. Additional temporary bracing to insure stabilityduring construction is the responsibility of the erector. Additional j Q permanent bracing of the overall structure is the responsibility of the bwlding designee for general guidance regarding.-; fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB-89 Bracing Walk c• Specification, and'HIB-91 Handling Installing and Bracing Recommendation'. available from Truss Plate Institute; 583 D MITek Industries, Inc. t Onofrlo Drive, Madison, M 53719 i Symbols, Numbering System &Generd Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW COUId Cause Property �. *center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat. building designer, erection supervisor, property ,Assecurely /e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each C2 C3 other. Q WEBS 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate K ; c '' 7[;l joint and embed fully. Avoid knots and wane plates /8 from outside edge of 0 o az at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices I/4 at panel length(+ 6" from adjacent joint,) C, BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7• Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all:respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 . provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at IC ®/ continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring W,ISC/DILHR 870040-N, 930013-N, 9.10080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses�with which bearings (supports) occur, s - . , _ stacks of construction materials. teri TM 14. Do not cut or alter trust�r ember or plate without prior' approval of a professional- - e engineer, J O MITek Industries, Inc.. TM 15. Care should be exercised'in handling, . F' erection and installation;of"t-russes. '- PANEL ©1993 Mitek Holdings, inc. = HYOROAIR® CLIP N FORM018,019 a4'�<veF [ 01834285 Gust;omen MEG -66.98 Fri Ju 1 30 1 1 32: 34 .1999 Pr.oject # 729MEG. Truss ID JCOF Family..# special Span'. -B-4 Quantity 7 Top Pitch': .6/12 . Bot .pitch, 12112 TROJA Symbols Numbering system AGenerd Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13,14 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and 1'. Provide copies of this truss design to the ' securely seat. building designer, erection supervisor, property �e Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. T 2. Cut members to bear tightly against each a c3 other. W EBS J5 0 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 = �, ; �' 3 Q Ioint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web, a 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) CA c'. o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J� J8 J7 J6 lumber shall not exceed 19 %at time of ' connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. SOCA 86-93, 8575.91 28 10. Top chords'musfbe sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at I L ®/ continuous lateral bracing. ICBG 1591, 1329, 4922 ft. spacing, or less, if no•ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage.and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor-trusses with which bearings (supports) occur. stacks of construction mcfteiials. 14. Do not cut or alter truss member oupl'ate M11'T11 without prior approval of professional engineer. MITek Industries, Inc. TM 15, Care should be exorcised in handling, Y erection and instollation`gf trusses:.:: PANEL © 1993 Mitek Holdings_,lnc:' NYDROI!/R® CLIP r°' ' FORM018,019 GANG-NAIL R O _ r Lot 3, Shady Grove. #99-2016 . Attn. Jeff Richelieu ; Fax. 893 -2113: 'Structural Plan Check.. ? iem 1) Double Studs "at holddowns 2 rows 16d GVS not adequate for all situations. 2) Line 5 -'What would the -overturning from.wind.load be for this panel?. It 2°foot wall at garage does not meet aspect ratio. Detail 5/8 does nothing to clarify, situation if such was Your intent: I4) In the opinion of the plan checker and the chief building inspector wall lin s G ' I, and J do comply .with the UBC bracing plan. Please revise and :resubmit. 5) Wall line D you are mixing.braced panel and alternate braced panel which requires continuous foundation.: with reinforcement., It .6) Wall line C. - how' -do you, get the load from the roof to the wall? Detail 2/8 suggests cripple wall to roof, which is not shown in D/7. How is cripple wall attached to shear wall?, How much wall is needed to develop load at roof? It Eine K - how are you, getting the load to the 8 foot wall? Roof Plan indicates 12 foot plates_af-inside wall which'would require 12 / 3.5 3.42' for shear wall. m 8) Gravi y, .. Beam I carries truss reactions T21, 22, and 23 which.carry loads 100 to 400 pounds per ��*foot greater than those used by you. Please resubmit. Beam 2 carries a concentrated load from truss T11 not.inlcuded by you. Please resubmit. RECEIVED NORTHSTAR ENGINEERING 20 Declaration Drive OCT 14 1999 Chico, CA 95973 (530). 893-1600 BUTTE COUNTY FAX (530) 893-2113. BUILDING DIVISION REVISED STRUCTURAL CALCULATIONS - PROJECT, I `� �Ca H PA f2 f 117 E: N JOB NO. 0160 10 LOCATION 20V.G4'DATE I0 CODES: Uniform Building Code, 199V Edition AISC, Manualrof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1,988 Edition RITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 .psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c;=.2500 psi @ 28 days FESS/0/ Steel Reinforcing: A-615 Grade 40 for #4 and smaller. M RI q�F A-615 Grade 60 for #5 and larger CyF�i Structural Steel: ASTM A-36 Steel Pipe ASTM A53 Grade B 0 Steel.Tubing: ASTM A500 Grade A or B 0/ Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal: Wood: Struct Lt Framing, Joists & Planks: D.F. #2 IVIS- ��� Beams & Stringers, Posts & Timbers: D.F. #1 T CAt�F� Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9' OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F-V4.Combination Cantilevers: 24F -V8 Combination LOADS: Root Live Load: psf Floor Live Load: psf. Seismic Zone 3 Wind Speed: 7 r7. mph Exposure::_ Method 2 used unless otherwise''noted. Allowable Soil Bearing psf" ARE SPECIAL INSPECTIONS REQUIRED ? �I Q GENERAL: Any structural or non-structural items that are not specifically addressed in the ,following calculations and or details are. designed by others and `are not the responsibility. of NorthStar Engineering. Verification of the soil conditions at the project site to determine.. the expansion index or bearing capacity is by others. Page 1 of RECEIVE® OCT 1 4 1999 BUTTE COUNTY BUILDING DIVISION BY: J I DATE: D I JOB NO:�7� g PAGE L OF. irttar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113_ BY: �®p, 20 DECLARATION DATE: C� I - 19•- JOB NO: �Co�l g ENGINEERING DRIVE CHICO, CALIFORNIA 95973 530-893-1600 PAGE OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 c TI ti 3 .3 K 13 K -._--_ T-2-=.� i __.q.�1-71 --�� --_ lk - _ 2 x2d x!Z Nb ;moi A G T� _� r1 �-1� 2 T -1.1=:2.4,K I K 3 g x 12 2¢ V' ¢ NorthStar Engineering Title : , Job 20, Declaration Drive Dsgnr: Date: 3:25PM; 11 OCT 99 Chico, California 95973 Description 2.500 ft 4.500 ft 6.500 ft '530-893-1600 scope Summary Fax: 530-893-2113 G , Rer 510001 General.Timber Beam Description Beam 2 Span= 16.00ft, Beam Width = 3.125in x Depth = 15.in, Ends are Pin -Pin General Information Section Name 3.125x15.0 Center Span 16.00 ft .....Lu 16.00 ft Beam Width 3.125 in Left Cantilever, ft' .....Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft '. ...Lu 0.00 ft Member Type GluLam Bm Wt. Added to Loads. Fb Base Allow 2,400.0 psi - Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 385.0 psi c@ Left .. 4.97 k . E 1,800.0 ksi Wood Density 34.000 pcf -0.00 k -ft at .16.000 ft. @ Right Trapezoidal Loads Max @ Left Support #1 DL @ Left 65.00 #/ft LL @ Left 45.00 #/ft Start Loc 10.500 ft DL @ Right 65.00 #/ft LL @ Right 45.00 #/ft End Loc 16.000 ft Dead Load 650.0 lbs 650.0 lbs 650.Olbs . 650.0 lbs 650.0 lbs 1,415.0 lbs Live Load 450.0lbs , 450.0 lbs 450.01bs 450.0 lbs 450.0 lbs . 985.0 lbs ...distance 0.500ft 2.500 ft 4.500 ft 6.500 ft 8.500 ft 10.500 ft Summary Beam Design -OK Span= 16.00ft, Beam Width = 3.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.937 : 1 Maximum Moment 19.8 k -ft Maximum Shear' 1.5 5.8 k Allowable 21.2 k -ft Allowable, - 7.7 k . Max. Positive Moment 19.84 k -ft at 8.512 ft Shear: c@ Left .. 4.97 k . Max: Negative Moment -0.00 k -ft at .16.000 ft. @ Right 3.71 k_ Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center . 0.506 in Max. M allow 21.18.Reactions..: @ Right 0.000 in fb -2,031.95 psi fv 123.43 psi Left DL '2.97 k Max' 4.97 k F6 2,169,17. psi Fv• 165.00 psi Right DL 2.23 k Max 3.71 k Deflections . Center Span... Dead Load Total Load Left Cantilever...' Dead Load Total Load Deflection -0.337 in -0.564 in Deflection 0.000 in 0.000 in ...Location 8.000ft 8.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 569.0 340.24 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft - 0.0 0.0 NorthStar Engineering Title : .lob # 20 Declaration Drive Dsgnr: Date: 3:25PM, 11 OCT 99 Description Chico, California 95973 530-893-1600 scope Fax: .530-893-2113 P % R� 5, General Timber Beam Descriptiori Beam 2 . Stress Calcs Bending Analysis Ck 22.210 Rb 17.591 Sxx 117.188 in3 Area, 46.875 in2 Cv 1.000, Max Moment Sxx Req'd Allowable fb @ Center ., - 19.84 k-ft 109.77 in3 2,169.17 psi @ Left Support 0.00 k-ft 0.00 in3 2,400.00 psi @. Right Support 0.00 k-ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.79 k 5.35 k Area1?equired 35.065 in2 32.402 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 4.97 k Bearing Length Req'd 4.131 in Max. Right Reaction 3.71 k Bearing Length Req'd 3.085 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 4.97 k 0.0000 in @ Right Cant._. Location = . 0.00 ft 0.00k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr. Date: 3:39PM,' 11 OCT 99 Description Chico, California 95973 530493-1600 scope Fax: 530-893-2113 General Timber Beam Description Beam 4. General Information Section Name 3.125x12.0 Center Span 9.00 ft ....Lu 9.00 ft Beam Width 3.125 in . Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft . Member TypeGluLam Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi 'Load Dur. Factor 1.000' Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 385.0 psi E 1,800.0 ksi Wood.Density 34.000 pcf Trapezoidal Loads #1 DL @ Left 65.00 #/ft LL @ Left 45.00 #/ft Start Loc 0.000 ft - DL @ Right, 65.00 #/ft LL @ Right 45.00 #/ft End Loc_ 5.500 ft Point Loads Dead Load 650.0 lbs 1,415.0 lbs lbs lbs lbs lbs Live Load 450.0 lbs 985.0 lbs lbs lbs lbs lbs ...distance 7.500 ft 5.500 ft 0.000ft . 0.000ft 0.000 ft 0.000 ft Summary Beam Design OK - Span= 9.0011, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin " Max Stress Ratio 0.630 : 1 Maximum Moment 6.9 k-ft Maximum Shear* 1.5 3.9 k Allowable 14.6 k-ft Allowable 6.2 k Max. Positive Moment 6.86 k-ft at 5.508 ft Shear: @'Left 1.58 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 2.61 k Max @ Left Support 0.00k-ft Camber: @ Left 0.000 in . Max @ Right Support 0.00k-ft @ Center 0.094 in Max. M allow 14.60 Reactions... @ Right' 0.000 in _ fb 1,097:94 psi fv 103.98 psi Left DL 0.95 k Max 1.58 k Fb 2,335.44 psi Fv 165.00 psi Right DL, 1.56 k Max, 2.61 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.063 in -0.105 in Deflection 0.000 in 0.000 in ...Location 4.752 ft 4.752 ft ...Length/Deft 0.0 0.0 . ...Length/Deft 1,722.3 1,026.94 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 • NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr: Date: 3:39PM, 1;1 OCT 99 Description Chico, California 95973 530-893-1600a Scope Fax: 530-893-2113 (z O I General Timber Beam Description Beam 4 Stress Calcs Bending Analysis Ck 22.210 Rb 12.264 Sxx 75.000 in3 Area 37.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb. @ Center 6.86 k -ft . 35.26 in3 2,335.44 psi @ Left Support 0.00 k -ft' ; 0.00 in3. 2,400.00; psi @ Right Support _ 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ LeftSupport @ Right Support Design Shear "2.19 k 3.90 k Area Required 13.283 in2 23.631 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @Supports Max. Left Reaction 1.58 k Bearing Length Req'd- -1.310 in Max. Right Reaction 2.61 k Bearing Length Req'd 2.168 in Query Values M, V, .& D @ Specified Locations Moment Shear Deflection @ Center Span Location ,= 0.00 ft 0.00 k -ft 1.58 k 0.0000 in- @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location= 0.00 ft 0.00 k -ft 0.00 k, 0.0000 in NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973' _ (530),893-1600 FAX {530) 893-2113 " STRUCTURAL CALCULATIONS PROJECT ri e,7 PAV i P_ S I V r-, IJ G JOB NO. COO " LOCATION L_(:�:? T C_- . � G�IGrJ . DATE • g 212 CODES: Uniform Building'Code, 1997.Edition RISC, Manual of"Ste.el Construction, 9th Edition AITC,.Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c =.1800 psi, Type "S" Grout: f'c = 2500.ps,i @ 28 days ' Q�pFESS/QNq Steel Reinforcing;" A7615 Grade 40 for #4 and smaller A-615 :Grade 60 for':#5 and larger StructuralSteel. ASTM A 36 CID Steel Pipe: 'ASTM A53 Grade B;.' W`T► 0. Steel Tubing: ASTM A500 Grad6.A or.B j Machine Bolts, Anchor Bolts:"ASTM A307•:Grade A• Wood Connectors: Simpson Strong-TiL- or equal. Wood:_ Struct Lt'Framing,•Joists & Planks: D.F. #2. CIV 1� ��� Q� glto). Beams" & Stringers, Posts & Timbers.: D.F. #1 C Plywood: A. P.A. .Rated Sheathing, Grade CD, -UBC Std 25-9 OR OSB of equal or.greater allowable stress Glue=Lam,Timber:_ ANSI/AITC A190.1-1992 ' Simple Spans: 24F -V4 Combination Cantilevers:" 24F -V8 Combination• LOADS:. Roof Live Load: psf Floor Live Load: 4a psf " Seismic ZoneWind Speed: 71 . mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? O GENERAL: Any structural or non-structural items, that. are. :not specifically addressed in the following calculations arid. or, details are -designed, by. others -and are not the responsibility ofNort.hStar Engineering.. Verification of the soil conditions at the project, site to; determine the expansion index or bearing capacity is by. others. Page 1 of,,. I I" BY: JMR NORTHSTAR ENGINEERING 8/23!99 .20 'DECLARATION DRIVE JOB NO: 6698 CHICO, CA 95973 PG. 2 _ ..OF (530) 893-1600- LATERAL 93-1600LATERAL AND GRAVITY. DESIGN FOR SINGLE FAMILY RESIDENCE 3 BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY.LOADS: "ROOF: TILE ROOF 10.0 ` pSF, t 1/2" OSB OR PLYWD.. 1.5 PSF FRAMING . 3.5 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUMWAL'LBOARD 3.2 . PSF MISCELLANEOUS_ 1.8 PSF DEAD LOAD 22.0 PSF LIVE LOAD 16.0 :PSF . TOTAL LOAD 38.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W .200W FOR LIGHT FRAMED 4.5 .. SHEARWALLS ' WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =•.36 PER UBC TABLE 16 - Q E p * VW = 1.5 VW .300W (PER UBC EQ: 30-1) NET SEISMIC FORCE .300W /1.4 =.214W WIND.:. EXPOSURE B METHOD,2 WIND SPEED 75 MPH Cq : 1.3 DESIGN qs 14.5 PSF PRESSURE - Ce 0 - 15' 0.62 Cq*qs*Ce _ 0.0117. KSF 15'-.210' 0.67, = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0:0143, KSF 30'- 40`.'. 0.84: _ 0.01.58. , KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations.. Should any changes be made to the design. as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for,the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner.. 3. These calculations are based on a completed structure. Should an unfinished structure:be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive.soil. Any other. conditions. must be brought to the attention of the engineer. 5. These calculations assume stable; undisturbed soils, and level stepped footings. Any other conditions- encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: J1`'I IZ m6rthS#ar 20 DECLARATION DRIVE DATE: al �... w^'=��m CHICO, CALIFORNIA 95973' JOB NO: ro<o 8 ENGINE'E'RING - 530-893-1600 PAGE OF' Civil Engineede Planners a;Surveyors• FAX 530-893-2113 '• j- r I � I{ � ' _ i _ -LL__ G• r_ 1 -i' q - � � ' t f ;V T- BY:'j 20 DECLARATION DRIVE DATE: gl CHICO, CALIFORNIA 95973 ,JOB NO: o ENGINEERING 530-893-1600 PAGE OF Civil Engineers •Planners•Surveyors FAX 530.893-2113 ' .\Ll I j. `.`C �' �.(_�\_.� \.-� ;� -__l I I --4{I- T._-_ L_�-+-_.i�._.. _ _ �' - •� 22 1 _ F- i -- - - i F 1'{v2_� IT , ac _2-3,•-..N __ �4N _ lS Tl, -C-1 1-7 , I 1 , — — — } I cl ` 'S �- BY: NorthStar 20 DECLARATION DRIVE DATE.. 8I 7.� .Co� _ `< _.. �. := GNICO, CALIFORNIA 959 JOB NO: 8 ENGINEERING 530.893-1600 PAGE ` OF Civil Engineers Planners•Su,rveyors �` . FAX 530.893-2113 DESIGN VALUES FOR ANICHOi2 BOLTS AND SILL MAILS SHEAR -WALL.,; Q . Q 3 ® 0 0 ' .'ALLOWABLE. LOAD/FOOT 260''.380 490 550 64.0 -760. 980 SILL. NAIL 16d 4° 16d 3" 16d 3" 2 ROWS 2 ROWS 2 POWS ' 2 'ROWS 16d 0 4" 16d P 3" 16d 3" 16d . 3" - -NAIL: CAPACITY 366 .490 490 _732 980 980 980 5/8"0 5/8" 0 5/8" 0 5/8" 0. ANCHOR BOLT 48" IS" .141; 12" 28" 24" SPACING I/2' 1/2'.' 0 1/2" 0 1/2" O 1/2";0 (j2" 0 1/2"' 0 36". 13" . 10" 9" SILL: THICKNESS 2X 2X; 2X 2X3X 3X 3X 1/2" m ANCHOR BOLT CAPACITY' 2�5'' : 380 495 '550 ' 64.7. ��6: 10587 ANCHOR,291 BOLT CAPACITY 396 509 594 651, -7C�O DESIGN CAPACITY OF BOLTS PER TABLE 8.2E OF THE '977 NDS. ' CAPACITY OF 1/211.0 ANCHOR BOLT IN2X" SILL = 1.33 .* C6204 = 825.4 / BOLT.."-.. CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 * -730u .= 9-70. 9 /.BOLT CAPACITY OF 5/8" ( ANCHOP BOLT 1N 2X SILL = 1.33 ,* 890 = 1184':g / BOLT ;CAPACITY OF 5/6" (P ANCHOP.BOLT IN 3X SILL = 1.33 *1140 ='1516'# . /'BOLT NAILS PEP ICBG REPORT NO. NEP'-2-72 CAPACITY OF 16d SINKER = 94 *1.30 = 122 1/ NAIL SHEAR WALL SCHEDULE S.HEAR WALLQ '''A Q3 ® Q5 Q Z& ALLOWABLE LOAD/FOOT 260 380 - 490 550 640 1&0 _ _C)80 PLYWOOD .2.3,8 3/8„ CDX • 3/8 , CDX 3381 CDX 3/811,3/8", STRUCT 1. CDX 3/S"CDX 2 51DES „3/8"CDX 2 SID,E5 EDGE NAILING ad (@ 6" ad (@ 4"3 ad 3" 3 8d ( 3" 3 ad � 2113 " 3 Sd (@'4 if 3 8d• �. 3 FIELD NAILING-5, 8d (@ 12" ad C@ 12" 8d 12" ad l@ 12" 8d ( 12" Bd.( 12" 8d (@ 12" SILL THICKNESS .2X 2X 2X 12X 3X 3X .3X SILL NAILING (� I6d (@4 " 16d 0 3 " " 16d (@'3" nIO 16d (a4 nIO 16d (@ 3 Ihd o 3" to 1Cod (@'3 10 CLIP, BLOCK'. L550 L550' LS90 LS90 L590 1_590 1_590 TO PLATE 0 22" 0 14",- _ (@ 1.6" (@ 16" . - .C@ 12" lad 12" C@ .8" 5/8�" 0 5/8" 0. 5/8115/8" (P .5/6" 5/811 o.. 5�8� -ANCHOR BOLT 48" o.c. :18". o'.c. 14"o.c:. 12" o.c. 28" o.c.," 24" o.c. 18." o.c:. SPACING -9 �� 1/2 0 �� .1/2 0 1/2�� m 1/2 m 1/2 0 -1/2" m 1./2" m' 36" o.c. 13" O.C. 10" o.c. 9" o.c. I8" o.c. 15:" o.c. I., OVER DOUGLAS FIR STUDS �@'I6" O.C., HEM-FIR TOP PLATES AQE-OKAY 2..,,ALL PANEL EDGES BACKED. WITH 2-INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE. NAILING. FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE 44 4. APPLIED OVER 3-INCH NOMINAL OR WIDER.FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE ad HOT DIPPED GALVANIZED OR 8d COMMONS 6.. D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS 1: SIMPSON MANUFACTURED CLIPSAT`24" O.C. FOR ENTIRE BALANCE=OF WALL`L1NE.• . "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 8. OSB WITH ALLOWABLE STRESS.AND TH]CKNE55 EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/8" CDX WHERE OCCURS. 0513 SHALL'-,' HALL- BE BE RATED FOR EXTERIOR USE. .9. •ANCHOR BOLTS SHALL HAVE A.MINIMUM 2" X.2':' X 3/16",THICK PLATE_WASHER..... 10: REQUIRES 2 ROWS STAGGERED ti BY: —��', NmthStav. .20'DECLARATI�ON:DR DATE:. :JOB No: g. -ENGINEERING CHICO, CACIFORNIA`9 530-893-1600 PAGE OF: Civil EngineersPlanners • Surveyors FAX 530493-2113 E i:r-2 3 a _ _ 4-s I� z a + 4 i - � �g Ir2_ - V+- + -.. 4' 2 4 12 �� BY: J h'1 h� DATE: S.f� 20 DECLARATION DRII CHICO, CALIFORNIA 95 JOB N0: - Co (�42� 8 ENGINEERING. 530-893-1660 ' PAGE LQ . OF . Civil Engineers • Planners • Surveyors FAX 530-893-2113 4 I P, -T7 33 o A-_ 4 88_C2 24:.. T- u P,N��r G � y CX:T`E4zIa1Z 1-JALL) u2-11 , >c P� S T BY: JMR NORTHSTAR ENGINEERING.. , 8/24/99 20 DECLARATION DRIVE JOB NO: 6698 CHICO, CA.95973. . Pd. I OF .. I'I (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER '97 UBC DOES NOT. INCLUDE ANY LATERAL LOADING ' FOR COLUMN COLUMN PROPERTIES: c' ' = 0.8''.8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM YOU HAVE SELECTED A RECTANGULAR COLUMN'*' DEPTH _ 3.5 IN WIDTH _ 5.5 IN " AREA = 19.3 SQ.IN Ke _ 1 SEE UBC SECTION 2307.3 ' KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L)- _ 8 FT L / DEPTH = 27.43 OKAY I/d <50 Fc _ 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES), ' (= 925 PSI FOR 6 X POST D.F. #1 .' . . = 1356PSI FOR 4 x 4 D.f. #1and 2'X STUD D.F: #2) . ,. Cf = 1.15: SIZE FACTOR PER TABLE_ 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X4 STUD & 4 X 4 POST) (-1.1. FOR.2 X6 STUD) Fc* - : = 15.52.5 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' ` _ 1.6 E6 PSI (1,6 FOR D.F. NO. 2A 6X D.F. NO. 1) • FcE ;. _ 638. FcE = KcE*E' / ( (Nd)Nd) ) - F'c = 571.4 PSI, F'c = Fc*((1 + FcE / Fc') / 2c'L- SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c) ((1 +,FcE / Fc*) / 2c);_ (FcE / Fc") / c')) LOADING CONDITIONS: AXIAL LOAD" = 10000 LBS fc PIA, = 518, PSI " F'c _ 571:4 . PSI OKAY, F'c > fc USE 4 X 6 D.F. #1 NorthStar ENGINEERING Civil Engineers • Planners - Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for -the Meghdadi Residence located at lot #3 in the Shady : Grove Subdivision , in Chico as= provided by Trojan. Truss Company Inc. The purpose of my review was to insure that the Truss Designer used the proper gravity and ,lateral loading where required based on my analysis in the design of the trusses. Based on 'my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads for the design of the trusses. We did not verify the structural design . of the individual trusses The I Truss Designer and Manufacturer shall bear the entire -'responsibility for designing and constructing the truss per plan. E ned, Jeff Richelieu, PE NorthStar Engineering RECEIVED OCT 141999 BUTTE COUNTY BUILDING DIVISION 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 ,' ; _� ..i.. t.- -. CHECK SPECIAL. CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk. to, the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. 13 14. K:\DOCUMENIIPLANNINGTORMS\13LDGCH4. FRM 3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page•1 CF-- 1R ------------------- Project Title.: Meghdadi Date..08/27/99 20:44:30 Project Address.. . Shady Grove ******* -----=---`--=----"----- Chico, Ca: *v5.00* ��'Q/(p Documentation Author Jim.Peterson ******* Bu�i} ding -Permit # Northstar Engineering 2.0 Declaration Drive Plan Check,/ Date Chino, CA •95973 530-893-1600 -Field Check/ Date Climate •Zone.... 11 ---------------------- Compliance.,Method'. MICROPAS5 v5-.00 for 1999.Standards by Enercomp, Inc. ------------------------ ------------------------------------------------ ---- I MICROPAS5 v5 00 File -6698' Wth-CTZ11S92 Program -FORM CF -1R. User#-MP2089' User-Northstar Engineering' Run-Meghdadi ---------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 3250 sf Building Type....... ...... Single Family -Detached Construction Type ......... New Building Front Orientation. Cardinal .-'N,E,S,W Number of Dwelling Units... 1 'Number of Stories...... 1 Floor Construction Type..... Slab On Grade Glazing•Percentage....... 20.2 s of floor area Average Glazing U -value.... 0.53 Btu/hr-sf-F Average Glazing SHGC...... 0.66 BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total' Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-27 R-38 0.025 Attic SlabEdge None R,-0 R'-0 F2=0..760 To Outside FENESTRATION ------------ Over- 'Area U; Interior Exterior' hang/ Orientation (sf") ,Value SHGC Shading Shading Fins Window Front. (N)' 18.A 0.510 0:650 Standard Standard None Window Front .(N) 7.5, 0.510 0.650 -Standard Standard None Window Front (N) 27.5 0.510 0:670 Standard Standard None ' Window Front (N) 75 . 0.510 0.650 Standard Standard None Window Front '(N) 3.6 0.510 0.670 Standard Standard None Window Front (N) 11.0 0.510 0.670 Standard Standard . None - Window `Front "(N) 3.0. 0.510 0.670 Standard StaNone Window Front .(N) 7'.5 0.510 0.'670 'Standard " None Door_ Front'' (N) 20 "0 0.600 0.670 Standardt� rTs� None Window Front (N) 7. 5 '0.510 0.670" Standard ��G C dark 1,,{ None Window Front (Nj 3:0 0.510 0.670.Stand' t awl None Window Front (N)" 6.0� 0.510 0.670 S,tand�rdp �'.. tandard None Window Front (N) .3.0 0.510 '0.670 Standards Standard None Window ".,Front (N), 25.0 0.510 0.650 Standard. Standard. None Window Front (N) A.0 0.510 0:650 Standard- Standard None, Window Front (N) 30.0 0.510 0.650 Standard' Standard' None CERTIFICATE 'OF COMPLIANCE: RESIDENTIAL- Page 2 'CF:=1R Project Title.,....... ._Meghdadi Date..08/27/99 20:44:30 MICROPAS5 v5 00 File 4698 --------------------- Wth-CTZllS92 Program -FORM CF -1R I User#-MP2089.. User-Northstar Engineering Run-Meghdadi. FENESTRATION . - Over - Area U- -Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins' Window 'Front (N) 6.0 0.510 0.670''Standard Standard :'. None Window Left (E) 24.0 0.510 0.650 Standard Standard None Window Left (E) 30..0 0.510 0.650 Standard Standard None Window Left (E) 12.0 0.51.0 0.670'Standard Standard None Window Left. (E) 40.0 0.510 0.650 Standard Standard None Window Left (E) 12.0 0.510 0.670 Standard Standard .'None,' - Door Back (S) 40.0- 0.600 0.670 Standard Standard None Window Back. (S) 8'.0 0.510 0.650 Standard Standard None Window. -Back .(S) 16.0 0.510 0.650 Standard Standard None Dbor Back'' (S). 20.0 0.600 0.670 Standard Standard None. Window. Back (S) 30,.0 0.510 0.650 Standard Standard None Window 'Back (S) 30.0 0.510 0.650 Standard Standard None Window- Back. (S) 12.0--0..510 '0.670.Standard Standard None,: Window Back (S) 12.0 0.510 0.670 Standard Standard None Window Back (S) 4.0 0.510 0.650 Standard Standard .None Window Back. (S) 16.0 0.510 0.650 Standard Standard None Door. Back (S) 18.0 0.600 0.670 Standard Standard None Window Back. (S) 32.0 0.510 0.650 Standard. Standard None Window Back (S) 9.0 0.510 .0.650 Standard Standard None Window. Right'(W) 12.0 0.510 0.650 Standard Standard None Window Right, (W) 9.0 0.510 0.650 Standard Standard None Window. . Right.(W) 8.0,;0.510 -0.650 Standard Standard. None Window Right (W') -8.0 0.510 0.650 Standard Standard None . Window Right' (W) 12.0 ',0.510 0.670 Standard "- Standard ..None Door Right (W) 40.0 0-.600 0.670 Standard :'Standard None Window Right (W) 12.0 :0.510 0.670.Standard Standard: None . SLAB -SURFACES -------------- Area . Slab Type (sf) Standard Slab, 645 Standard Slab 26.6.: : HVAC' SYSTEMS Minimum ------------- Duct_, Duct Tested Duct ACOA Thermostat, Equipment Type Efficiency 'Location.. R -value Leakage Manual D Type -- - -- - - - - Furnace -- - - - -- ------ .-- --- - 0.820 AFUE ------ Attic --- ----- -- - - - - --- R-4.2 -- - - - - ----- - -- - -- No' No - - - - - - - Setback ACSplit 12.00 SEER Attic R-4.2' j No No, Setback ;ERTIFICATE OF COMPLIANCE: RESIDENTIAL Page,4 CF-iR'. -------- ------------------------- ---------------------------------- )roject Title.......... Meghdadi Date•..08/27/,99 20:44:30:' --------------- MICROPAS5 v5 00 File -.669.8 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering.'Run-Meghdadi COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the'administrative regulations to-... implement,them. This certificate has been signed by the individual with-,-... overall design responsibility. When this certificate of compliance. submitted for a single building plan to be built in multiple orientations,. any shading feature that is varied is.indi.cated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.. _Jim Peterson- Name .. Jim Peterson Company °Northstar,Engineering Company. Northstar.Engineering' ,. Address. 20 Declaration Dr. Address: -20 Declaration Drive Chico,.Ca. 95973 Chico, CA 959.73 Phone... _(530) 893-1600 Phone... 530-893-1600 License. Signed. U 1. Q om ; 2-7-`'9Signed. � � S �` (date) (date) ENFORCEMENT AGENCY Name..: Title. 'Agency:. KANDATORY MEASURES CHECKLIST: RESIDENTIAL Page _1 MF-1R Project Title. Meghdadi Date.:08/27/'99 20 44:�30 Project_ Address..' Shady:Grove ` **'****.* -- --------------- Chico,"Ca *v5.-00* *.***** Documentation, Author .< . � Jim -Peters on �• ' ` - � � Building" Permit # -Northstar`,:Engi'neering - s 20,.Declar.ation.Drive >U Plan Check./ Date Chico, '�CA 9597.3 530-893-i600 _ Field•Check/ Date Climate Zone:..... ..'li----------------.- -- - Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp,,Inc.; MICROPAS5 v5 00 File76698 Wth-CTZ11S92 Program-FORM MF-1R I User#-MP2089 User-Northstar,Engineering Run-Meghdadi [dote:.Lowrise:residential buildings subject to the Standards must contain these measures regardless. of.the.compliance approach used. Items marked-'. With :an asterisk (*)'-';may be_superseded'by more stringent compliance requirements listed:.._, on.the,Cert ficatb bf Compliance. When this checklist is incorporated into,the-. permit. documents, the features noted shall'be,considered by all parties as, minimum component performance specifications for the mandatory measures whether they.'are shown elsewhere in the documents or on this checklist only.. BUILDING ENVELOPE MEASURES --------------------------- Design2- Enforce er ment *150(a).:�.`Minimum R=19 ceiling-insulation. 150(b) Loose fill insulation manufacturer's labeled R-Value'. *150(c) Minimum.R-13 wall insulation in wood ftamed'walls or equivalent -U-value in metal frame walls,'(does not apply.. to-exterior mass walls)... *150(d): Minimum R-13 raised floor insulation in- framed floors.. X1,0, 150(i-) Slab edge insulation water absorption rate,no greater than 0.3%, water.vapor transmission rate no greater than 2.0 perm/inch. '118: Insulation specified orIinstalled meets CEC quality. standards Indicate type and.forma -116-17: Fenestration Products,, Exterior Doors and Infiltration/ exfiltration controls .,1. Doors ,and windows between 'conditioned and'unconditioned spaces.designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with'certified.U.value, certified solar,;heat gain coefficient, and.infiltration certification. 3.. Exterior doors and windows weatherstripped'; all J oint "✓ and penetrations caulked and sealed: 150`{g): Vapor barriers mandatory in Climate Zones.14 and 16- on ly 6 only w N 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of:'Fireplaces, Decorative.:Gas,Appliances and Gas. Logs.,"- 1. ogs. 1. Masonry ' and factory=built -f ireplacps:`have ; MANDATORY MEASURES CHECKLIST: RESIDENTIAL iPage 2 MF-1R Project Title...":...,... Meghdadi Date..08/27/99.20:44:30' MICROPAS5 v5.00 File76698 Wth-CTZ11S92 Program-FORM MF-1R I User#-MP2089.-User-Northstar Engineering Run-Meghdadi SPACE CONDITIONING,. WATER HEATING AND-PLUMBING SYSTEM.MEASURES" - Design- Enforce- er ment 110-113: HVAC equipment, water heaters,. showerheads and . faucets certified by the Commission,. 150(h): Heating--and/or cooling -loads 'calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat`on all.applicable heating and/or .cooling systems. 150(j): Pipe and Tank insulation - 1. Storage gas water heaters rated with an Energy Factor of less.than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet-of.pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined.internal/external insulation. 4. All.buried or exposed piping insulated in recirculating sections'of hot water system. ,5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot.water tank: *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in-" sulated, fastened,'and.sealed to comply with the ICBO 1997 UMC sections"601 and 603; ducts'insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with.-mastic, 'tape, aerosol sealant.or.other duct closure system that meets the applicable.requirements of UL181", UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150"(m). 2. Exhaust fan systems have backdraft-or automatic dampers. 3.. 'Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems,and Equipment: 1. System is certified with 785 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating,and no pilot light. 2. System is installed with: a..'At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump.time'switch. ,P 115: Gas-fired central..furnaces,.pool-heaters,,spa'heate'rs or household cooking.appliances_have no continuously burning - r COMPUTER METHOD -SUMMARY , Page .1; C=2R ; Project Title Meghdadi Date :0,8/27/99 20.44:30 x; Project;Address Shady.Grove, *'*'***** -"- ----------- - Chico, Ca., *v5 00* Documentation Author.: Jim Peterson **,***** Building Permits# Northstar Engineering.` `,-'20 Declaration Drive Plan Check / Date Chico CA 95973. :> 530-893=1600 Field Check/ Date,., .. Climate.Zo ne........... 11 ------------------- Compliance Method'.'."... ..'`MICROPAS5 v5..00`for 1999 Standards by Enercomp Inc:. ------------ MICROPAS5 v5 00 File -'6698 Wth-CTZllS92 Program -FORM C 2R, I' User# MP2089 User-Northstar Engineering. Run-Meghdadi .77 5:MICROPAS5.ENERGY USE SUMMARY --- -- Energy Use Standard Proposed .Compliance _ 1. _ (kBtu/sf-yr).' Design. Design. Margin =- = ,Space -Heating... .18.52 14.69. 3.83' _ -_space:Cooling.......... 13.31 15.24 -1.93. _ aterHeat'ing::... .. '8:77 7.60 North Total --40.60 --37.53,1 3.07 = Space Heating..'. 18.52. -15.12< "Space Cooling:., . .. 13:31 '17.70 ='4 .3 9 = _ =.` Water Heating:. . 8.77 7.60" 1.17. _. _ East Total, 40'.. 60 40 .42 :18 - :. 0.18 - = Space. Heating. ..... 18,:52 Space. 15.13 3:39, _ Space Cooling.. ....... 13.31 14.64 71.33.; _ Water Heating..:.'......,, 8.77 7.60 1:17 ' - South, Total 40.60-. 37 .31 31.23 = = Space Heating. .. 18.52 P 14.96`` 3.56 -. = Space Cooling....... 13.3'1 16:77' -3.46. _ Water Heating....' :.`. 8.77 7.60 1.17 = _ West Total' 40.60 39.33 1..27° _ _ _ Building complies.with Computer Performance GENERAL INFORMATION Conditioned Floor `Area... 3250. s - Building Type. Single Family Detached r Cons.trucion: Type .: New , - Buildihdr Front Oti.entation Cardinal N,E;,$,W ' . Number' dfDwelling Units 1 COMPUTER METHOD. .SUNMMARY Page 2 C -2R -------- -------------------------------------------- Project Title..:....... Meghdadi - Date..,08/27/99.20:44.:.3'0; __------------------------------------------------------------------------- MICROPAS5.v5.00 File -6698 Wth-CTZ11S92 Program -FORM C -2R - '. I User#-MP2089' User-Northstar Engineering' Run-Meghdadi I_ t -• - -. - -. - - -. - - - - - 7- - - - - - --------------------------------------- ` Floor.Construction Type...: Slab On.Grade Number of Building Zones... 2 Conditioned Volume.. .... 27264 cf tSlab-On-Grade Area ., ... .. 911 sf. Glazing Percentage......... 20.2 % of floor area. -.'Average Glazing If -value. :..` 0.53 Btu/hr-sf-F' Average Glazing SHGC........ 0.66 Average Ceiling Height..-..., 8.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent ,Air-. . Area Volume Dwell, Cond-, Thermostat. Height Area -Leakage., Zone .Type (sf) (cf) Units itioned Type. (ft-) (sf) Credit LIVING Residence 1890 16380 1.00 Yes Setback -.„2.0 Standard Housewrap SLEEPING. Residence 1360 10884 0.00 Yes Setback, 2.0 Standard Housewrap. OPAQUE SURFACES Area U- Insul_Act Solar _. Form 3 Location/ , Surface (sf) value R-val Azm Tilt Gains Reference Comments LIVING 'T Wall 254 0.065 17.8 0 90 Yes W.19.2X6:16 . : 3, Wall 114 0.065 17.8 90 90 Yes W.19.2X6..16 .5 Wall 210 -0.065 17.8 180 90 Yes W.119.2X6.16 8 Wall 100 0.065 17.8 .270 •90 Yes W:19.2X6.16 9 Roof 1890 0.025-38 n/a 0 Yes R.38.2X4.24 Attic 10 Roof .1360 0.025 38 n/a 0 Yes R.38.2X4.2.4 Attic. SLEEPING .2 Wall •; 223.0.065.-17.8 - 0- 90 Yes W.,19.. 2X6:.16 4 Wall 14.4 .0.065-17.8 90 90 Yes W.19.2X6.16 6 Wall :<: 65 :.,0.06.5 17.8 180 90 Yes W.19.2X6.16 :7 Wall 303 0.065 17.8 270 90 Yes W:19.2X6.16 PERIMETER LOSSES ------------------- Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments . .LIVING.. it S1abEdge 214 0.1760 R-0 No To Outside SLEEPING: 12 S1abEdge 36 0.760 R-0 No To Outside { 'OMPUTER METHOD • SUMMARYPage. 3 + C- �2R: , ?r.oject,Title.......... Meghdadi Date..08/27/99 20:44:30 MICROPAS5 v5 00 File -6698 Wth-CTZ11S92 ---------------- Program -FORM C- 2R .Us(§r#`-MP2089, User-Northstar Engineering. Run-Meghdadi FENESTRATION SURFACES= Area U- Act Exterior Shade I"nterior Shade )rientation (sf) Value SHGC 'Azm Tilt Type/SHGC Type/SHGC DIVING 1�Window Front','(N),, 18.0 0.510 0:650 0 90 Standard/0.76-..,,Standard/0.68 2.. 'Window Front "MY', 7.5 0.510 0.650. 0 90 Standard/0.76 Standard/0.68. 3 Window; ..F'rontAN) 27.5 0:510.0.670 0 90 Standard/0'.76 Standard/0.68 4 Window Front (N) 7.5 0.510 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Front.(N)- 3.0 0.510 0.670 0 90 Standard/0.76 Standard/0.68 6 Window Front .(N) 11.0 0.510 0.670 0 90 Standard/0.76 Standard/0.68 7,Window Front (N) 3.0 0.510 0.670 0. 90 Standard/0.76 Standard/0.68 .8 Window Front (N) 7.5 0.510 0.670 0 90 Standard/0.76 Standard/0.68 97Door Front. 20.0 0.600 0.670 0 .90 Standard/0.76 Standard/0.68 LO.Window * Front.(N) -(N) 7.5 0.510 0.670 0 90 '-.Standard/0.76 Standard/0.68. L1' Window Front (N) 3.0 0.5.10 0.670 0 90, Standard/0.76 Standard/0.68 L2, Window Front,"(N):,,. 6.0 0.510 0-670 0 90 Standard/0.76 Standard/O.68, L3 Window.; Front, ,.(N) -1.0 0.510 0:67.0 0. 90 Standard/0..76 -Standard/0:68 L8&_ .Window Left . (E) 24 .0 0.510 0.650 • 90 90' Standard/0.76 Standard/0.68 L9 Window- Left''(E)' 30.0 0.510 0.650. 90. 90 Standard/0.76 Standard/0.68 2T Window Left (E) 12.0 0.510'0.670 90 90 'Standard/0.76 Standard/0.68 ?1 Window- Left. (E) 40.0 0.510 0.650 90' 90 Standard/0.76 Standard/0.68 Z2. Window, Left (E) 12.0 0.510 0.670 90 90 Standard/0.76 Standard/0:68 23 Door- Back (S) 40.0 0.600 0.670 180 90 Standard/0.76, Standard/0.68 24, Window. Back,. -(S) 8.0 0.510 0.650 180. 90 Standard/0.76 Standard/0.68 28 Window. Backe (S) 16.0 0:510 0.650 180 90 Standard/0.76 Standard/0.68 2'61'.. Door Back AS) 20.0 0.600 0.670 180= 90 Standard/0.76. Standard/0.68'. 27 'Window Backe" (S) 30.0 0.510 0'.650 180' 90 Standard/0.76 Standard/0.68 �8 Window, 'Back_ (S) 30.0.0.510.0.650 180 -9.0 Standard/0.76 Standard/0.68 Z9 Window -Back '.(S) ..12.0 0.510 0.670 180 90 -Standard/0.76 Standard/0.68 30'Wind6w Back T.(S)- .12.0 0.510 0.670 180 90 Standard/0.76 Standard/0.68 11 Door Right.:(W) ,40.0 0.600.0.670 270 90 Standard/0.76 Standard/0.68 12 'Window :Ri . .510-0670,270. 9' Standar d/0.76 Standard/0.68 SLEEPING L4 Window.. Front''(N) 25.0,0.510 0.650 0 90 Standard/0.76 Standard/0'.68 L5 Window -Front: (N), 4.0 0.510.0.650 0 .90 Standard/0.'76 'Standard/0.68' L6.Window Front (N:) 30.0 0.510-0.650 0 90 Standard/0.76 Standard/0..68 L,7, Window -Front., .:(N) "6.0.0:510 0.670 0- 90 Standard/0.76 Standard/0.68 u ;Window Back,, : (.S:) ' . _ ,4':.0 0,:510: 0.650. 180 90 Standard/0'.76 Standard/0.68. , Q' Window Back (S) .:16.0 0..510 0.650 180 90 Standard/0.76 Standard/0.68 33 boor Back (S) 18.0 0..600 0.670 180 90 Standard/0.76 Standard/0..68 34 Window Back (S) 32.0 0.510 0.650.180 90 Standard/0.76 Standard/0..68 3.5 Window. Back (S)-- 9.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 36 Window--Right'(W) 12.0.0.510 0..650 270 90 Standard/0.76 Standard/0.68. 37 Window Right (W) 9.0 0.:510.0.650 270 90 Standard/0..76 Standard/0.68 38 Window Right.,(W) 8.0 0.510 0.650 270 90 Standard/0.76 Standard/0.68 39.Window. Right. (W). 8.0 0.51.0-:O. 650 270 90., Standard/0.76 Standard/0.68 10 Window Right '-(W,), . 12.0 0..51'0, 0..670 270 90 .-Standard/0.76 Standard/0.68. .. :OMPUTER.METHOD SUMMARY Page 4. C -2R j------- ------------------------------------------------------------------ ---- roe'ct Title. ...... Meghdadi Date .08/27/99.20.44:30• OPAS5 v5.00 File -6698 Wth-CTZ11S92 P -- --------------- - - � MICRProgram-FORM-C-2R , User#=MP2089 User-Northstar Engineering.' Run-Meghdadi' SLAB.SURFACES • .-- - - - -- - Area , . Slab Type (sf) ..LIVING Standard Slab 645 SLEEPING Standard Slab 266 HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage" Manual D Eff. DIVING Furnace 0.820 AFUE Attic R-4:2.• No No 0.737, ACSplit`12 00,SEER Attic.:' R-4.2 No No 0.645' SLEEPING Furnace 0.820 AFUE -Attic R-4.2' No No 0.737 ACSplit .12.00'SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type. System Factor (gal), R -value 1 Storage.'Gas Standard 1 0.61, 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *.** Item's.in'this section should be documented on the plans, *** ***.installed to manufacturer and CEC specifications, and- verified nd verified during plan check and field inspection. *** Phis is a multiple orientation building with no orientation restrictions..' Phis printout is for the front facing North. Phis building incorporates a Housewrap/Air Infiltration Retarder. REMARKS Page 'i HVAC VAC SIZINGs. ---------- ------ ----------- roject Title Meghdadi-------------------Date..08/27/99 20:44:30 roject Address. .: Shady Grove ******* --------------------- Chico, -Ca. *v5.00,* ***,**** ocumentation Author..:, Jim .Peterson � Building Permit # - Northstar Engineering 20 Declaration,Driven Check / Date -.Chico,, CA 95973 _ 530-893-1600' Field Check/ Date- Timate Zone....... 11 ------------------.- -- 'ompliance Method...,.. MICROPAS5 v5.00 for -1999 Standards by Hnercomp,'Inc. -------------------------------- MICROPAS5 v5.00 File -6698 Wth-CTZ11S92 Program-HVAC'SIZING I User#-MP2089 User'Northstar Engineering Run-Meghdadi GENERAL INFORMATION ------------------- Floor Area .................. 3250 sf Volume. 27264 cf Front Orientation.......... Front Facing 0 deg (N)_ Sizing Location:'....... ... CHICO.EXP STA Latitude... ... ........ 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design...:.... 70 F Summer Outside Design......, 102 F Summer Inside Design....... 78 F ..... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction:...... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh); (Btuh) Opaque Conduction and.Solar........ 15595 5539 Glazing Conduction........ ..... 14909 '8321 :Glazing Solar........ ......... n/a 20988 Infiltration ..................... 17241 5665 Internal Gain .................... n/a 2100 Ducts .............. 4774. 4261 Sensible Load ............. 52519 46875 Latent Load............... n/a 9375 Minimum Total Load 52`519 56250 Note: .The loads shown are only one of the criteria affecting.the.selection of- HVAC equipment.' Other relevant design•factors such as air flow requirements,. outdoor- design temperatures,. coil sizing, availability of equipment, oversizing safety margin,. etc., must alsobe considered. It is the HVAC designers responsibility to consider all factors when selecting HVAC `SIZING•.Page. 2i HVAC Project Title.. ... Meghdadi Date:.08/27/99 20:44:30 ------------ MICROPAS5 v5 00 F11e-669,8 Wth CTZ11S92 Program -HVAC SIZING User# MP2089 User Northstar.Engineering --Run-Meghdadi I' HEATING -AND COOLING LOAD - SUMMARY BY. ZONE - ; ZONE,.'LIVING' Floor Area............ ...... .. 1890 sf volume ........................ .... 16380•cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and_Solar::..__...- 12350 4452 Glazing Conduction. ..:: ....... 10607 5920. ;Glazing Solar...: ... ..:... n/a15463 -Infiltration.. ....... .... 10358 3404 Internal Gain....... .. ... n/a; 2100 Ducts..... ....................... 3331 3134 Sensible Load.......... ..... 36646 34473 Latent Load.:. ...... . ......... n/a 6895 Minimum Zone Load ----------= 36646 ----------- 413.67 ZONE ''SLEEPING' Floor'Area....... .. .. .. .. 1360 sf Volume. ...... .... ... 10884 cf Heating Cooling Description (Btuh), (Btuh) Opaque Conduction and Solar.:.... 3245 1087. Glazing Conduction ............... 4302 2401 Glazing Solar . ........... .... n/a- 5525 Infiltration....... ...........: 6883 2262 Internal Gain. .................. n/a 0 Ducts.... ...'................. 1443 1127 Sensible Load .................... 15873 12402 Latent Load........ ............ n/a 2480 Minimum Zone Load 15873 14883 IVAC SIZING Page 3 -HVAC ; ?roject Title Meghdadi Date..08/27/99 20;44:30 MICROPAS5 x5.00 File -6698 Wth CTZ11S92 Program-HVAC"SIZING I..: User#-MP2089-;User-Northstar.iEngineering Run-Meghdadi ;I GENERAL INFORMATION ------------------- Floor Area. ., . 3250 sf• , Volume..... ...... 27264 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location........ .. CHICO EXP STA Latitude............ .. 39.7 degrees Winter Outside Design..:... 27 F Winter Inside Design....... 70-F Summer Outside Design...'... 102_F Summer Inside Design....... 78 F Summer Range... ..... 37 F Interior Shading Used... ..No Exterior Shading Used ... No Overhang Shading Used...... No Latent Load Fraction.... . 0.20 HEATING AND COOLINT LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15595 5539 Glazing Conduction......... .... 14909 8321 Glazing Solar...... .. n/a 29189 Infiltration........... 17241 .5665. Internal Gain .. ...... ...... n/a 2100 Ducts .................... ....... 4774 5081 Sensible Load .................. 52,519 55896 Latent Load.......... n/a 11179 Minimum Total Load 52519 67076 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such ,as air flow requirements, outdoor design temperatures, coil sizing, availability. of equipment, oversizing safety margin, etc., must also be considered. It is. the HVAC designer's responsibility to consider all factors when selecting - ,the HVAC equipment. VAC SIZING` Page 4. ,HVAC_ roject-.Title. ....... Meghdadi ,Date..08/27/99 20:44:30` MICROPAS5 v5 •00 File-6698 Wth-CTZ11S92 Program-HVAC SIZING User#-MP2:089'.User-Northstar Engineering Run=Meghdadi •HEATING AND COOLING. LOAD SUMMARY BY `ZONE, ZONE .'.LIVING'. Floor Area........... .......... 1890 sf Volume......................... 1638-0 cf Heating Cooling. Description .(Btuh) .(Btuh) Opaque Conduction and Solar ....... .12350. .4452 :Glazing Conduction.'...... ... 10607 5920 Glazing Solar.. ...... .... ... n/a 20425 Infiltration...... ......... 10358 3404 ' Internal Gain.................... n/a 2100 Ducts............................. 3331 3630 Sensible Load........... ....... 36646 39931 Latent Load'...... ... .......... n/a 7986 Minimum Zone Load 36646 47917 - ZONE 'SLEEPING' - Floor Area....... ...: ...... 1360 sf Volume................... ....: 10884 cf Heating Cooling Description (Btuh) (Btuh)-. Opaque Conduction and Solar...... 3245. 1087 - . Glazing Conduction.............. 4302 2401 Glazing Solar........... .... n/a 8764 Infiltration..... .... ..... 6883 2262 Internal Gain..:................. n/a 0 Ducts.. ................. .... 1443 1451 Sensible. Load...... ... .. ... 15873 15966 Latent Load...... ....... .... n/a 3193 Minimum Zone Load 15873 19159 VAC "SIZING Page 5: HVAC h roject.-Title. Meghdadi Date..08/27/99 20:44:30 MICROPAS5 v5 00 File -6698" Wth-CTZllS92 Program -HVAC SIZING User#-MP208.9 User.-Northstar •Engineering.•.Run-Meghdadi GENERAL INFORMATION " 'Floor,Area... 3250 sf .Volume.... ......... 27264.cf Front Orientation:........ Front Facing 180 deg -(S) Sizing Location......:.. .. CHICO EXP STA 'Latitude. ............... 39.7 degrees Winter Outside.Design...... 27-F Winter Inside Design....... 70 F" Summer Outside Design...... 102 F Summer Inside Design... ... 78 F Summer Range... ...... ... 37 F Interior Shading Used: ..... No Exterior Shading Used:..... No Overhang.Shading Used.:.... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD'SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction.and Solar...:.. 15595 5539 Glazing Conduction.. .. ....... 14909 8321 Glazing Solar. ......... n/a 2.0229 Infiltration....:. ... 172,41 5665 Internal Gain. .............. n/a 2100 Ducts. . .. 4.774 4185 Sensible Load.' .................... 52519 46040 Latent Load.. ............. n/a 9208 Minimum Total Load .52519 .55247 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures,'coil-sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. VAC SIZING- Page 6: HVAC -------------------------------------------------- roject Title:.... .. Meghdadi - - -- 'Date..08/27/99.20':44:30 -------------- ------------------------------------------------------------ MICROPAS5 v5'.00 File -6698 Wth-CTZ11S92 Program -HVAC SIZING User#-MP20.89 User-Northstar..Engineering Run-Meghdaci -------------------------------------------------------------- 'HEATING AND COOLING LOAD SUMMARY BY ZONE. .ZONE 'LIVING' Floor Area: ... .. ......:.. 1890 sf Volume. ...................... 16380 cf Heating .Cooling Description (Btuh) (Btuh) OpaqueConduction and Solar.... 12350 4452 .'Glazing Conduction...-.'.'..... ... 10607 5920 .Glazing Solar .................... n/a 14893 Infiltration. .. ............... 10358 3404 Internal Gain ..... .. ........... . n/a 2100 Ducts ............................ 3331, 3077 .-Sensible-Load...... ......... 36646 33846. ..Latent Load.....: .............. n/a 6769 Minimum.Zone Load 36646: 40615 ZONE 'SLEEPING' - Floor Area................ ... 136.0 sf. Volume .................... 10884 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar.:.... 3245 1087 Glazing Conduction......, ...... 4302 2401 Glazing Solar .................... n/a 5335 Infiltration.......... ..... .. 6883 2262 Internal Gain...... . ............ n/.a, 0 Ducts ............................ 1443 1109 Sensible Load...... .... ... 15873' .12194 Latent Load............. ....... n/a 2439 'Minimum Zone -Load 15873 -14633, VAC SIZING Page 7 HVAC roject Title..........,Meghdadi bate..08/27/99 20:44:30 ____---7--.------------------------------------------------- ---- -- ---- MICROPAS5-x5.00 File -6698 Wth--CTZ11S92 Program -HVAC SIZING. User#-MP2089 User-Northstar Engineering Run-Meghdad -GENERAL.INFORMATION ------------------- Floor Area. .......... 3250 sf. Volume .................... 27264 cf Front Orientation.......... Front Facing 270 .deg (W) Sizing Location...... ..... CHICO EXP STA Latitude. 39.7 degrees Winter Outside Design......, 27 F Winter Inside Design. .... 70 F Summer Outside Design...... 102 F = Summer Inside Design... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load -Fraction:. .... 0:20 HEATING AND COOLING LOAD SUMMARY ------------------ Heating. Cooling, Description (Btuh) (Btuh) -----------------------------------------=------------ Opaque Conduction and Solar. 15595 5539 Glazing Conduction........ ...... 14909 8321 . Glazing Solar... . . n/a 28982 Infiltration... .. ... 17241 5665 Internal Gain.. ..... ...: n/a 2100 Ducts............. ... ......... 4774 5061 Sensible`Load.. ... ...... 52519 55668 Latent.Load......................... n/a 11134 --------------- Minimum Total Load 52519 66801 - Note,: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as- air flow, requirements, outdoor design temperatures, coil _sizing, availability of -equipment, oversizing safety margin, etc., must also be considered. Itis the HVAC designer's responsibility to consider all factors when selecting the HVAC.equipment. HVAC SIZING• - Page 8 HVAC .E. = i Project Title Meghdadi Date 08/27/99.20 44 30 «.. MICROPA55 v5-.00 File-6698 Wth CTZlIS92 Program HVAC SIZING User#tMP2089':SUser Northstar Engineering Run:Meghdadi, ,T --- -- -- - - - -- - 7 - - -- --- ----------------- _ cHEATING AND COOLING LOAD SUMMARY BY ZONE. t- - - - - - - - -.- ZQNExr ' LIVING'S Floor;Area. .. ... .. 1890 sf Volume - .... .. 1.6380, cf Heating Cooling Description (Btuh). (Btuh) ' ,'Opaque Conduction' and' Solar-...--.... 12350 4452 Glaz'ing.:Conduct -ion . 10607 5920 Gl'azing,Solar. n/a. 19567 'Infiltration 10358 34.04, InternalrGain n/a 2100 Ducts : ..: ....• .; . .' 4 ,• 33,31 35440. Sensible Load .. 3.6646. 38987 , atent � Load .. ...........`. .......:. n/a -7797,'- . y' • :t. _. - ---------- '---------- ---. .. - MinimumZone Load 36646 '' 46784 ZONE ;!,SLEEPING! r_r Floor Area ..1360 sf° .:' Volume 10884cf Descriptions Heating Cooling f (B'tuh) ,('Btuh) .Opaque Conduction ,aihd Solar .. 3245 10f87 :clang ,Conduction. ... 4302. 24.01 .zLi j .Glasintr Solar: .. . n/a 9415 Infi,lt'ration... '6883 2262. Interna% Gai........ n/a 0 Ducta.. .. .... 1443 1516 Sensible Load: . ,. ,-.: 15873 :16'68i Latent`Load.. n/a 3336 Minimum Zone Load 15873 20bi7 Lim, heating & Com systems Model 563C Energy -Efficient Air Conditioners incorporate inno- vative technology,to provide quiet, reliable cooling performance. Built into these units are the features most desired by home- owners today including SEER ratings of at least 12.0 when combined with specific Bryant equipment. All models are listed with UL, c -UL, ARI, CEC, and CSA-EEV. The 563C meets the Energy Stars"' guidelines for energy efficiency. FEATURES UNIT DESIGN—Copper tube, enhanced sine wave aluminum fin coil is designed for optimum heat transfer. Vertical air dis- charge carries sound and hot condenser air up and away from COMPRESSOR—This unit features'a scroll compressor, which is significantly more efficient than conventional compressors. Its simple design offers improved reliability and each compressor is mounted on rubber isolators for additional sound reduction. Scroll compressors start under most system loads, minimizing the need for start assistance components. For improved ser- viceability, the 024 through 042 models are equipped with a compressor terminal plug. Continuous operation is approved down to 55°F (12.8°C) in the cooling mode. (See cooling perfor- mance tables.) Operation down to 0°F or –20°F is approved when low -ambient requirements are met. WEATHER -PROTECTIVE CABINET—The access panels and top are protected with a galvanized coating, then treated with a layer of zinc phosphate to which a modified polyester powder coating is applied and baked on. This provides each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated for a long-lasting, rust - resistant, quality appearance. TOTALLY ENCLOSED FAN MOTOR—Means greater reliability under adverse weather conditions and dependable perfor- mance for many years. Permanent -split -capacitor -type motors provide more economical operation. APPLICATION VERSATILITY—The 563C can be combined with a wide variety of evaporator coils and blower packages to provide quiet, dependable comfort. Unit can be installed on a roof or at ground level on a slab. EXTERNAL SERVICE VALVES—Both service valves are brass, front. seating type with sweat connections. Valves are externally located so refrigerant tube connections can be made quickly and easily. Each valve has a service port for ease of checking operating refrigerant pressures. EASY` SERVICEABILITY—One access panel provides access to electrical controls. Removal of top gives access to fan motor, condenser coil, and compressor. adjacent patio areas and foliage. Heat pump style base pan for' `COMPRESSOR PROTECTION—Includes a suction tube accu- easy removal of water, dirt, and leaves. mulator on 048 and 060 sizes that reduces the amount of liquid ELECTRICAL RANGE=AI1 units are offered in single phase - refrigerant reaching the compressor. All compressors are pro - 208/230v. The 036 through 060 sizes are offered in 208/230v tected by internal temperature and current sensitive overloads. 3 phase. An internal pressure relief is provided for high-pressure protec- WIDE RANGE OF SIZES—Available in 6 nominal sizes from tion to the refrigerant system. 024 through 060 to meet the needs of residential and light com- LIMITED WARRANTY—Standard 1 -year warranty on all parts. mercial applications. Additional 4 -year warranty- on compressor. ffi WW HEATING & AIR CONDITIONING 1407 ALMOND -ST., CHICO, CA 95926 PH: 595-1420 LIC. NO. 335302 Form No. PDS 563C.24.4 DIMENSIONS 30' SO AIR DISCHARGE M AIR IN - AIR DISCHARGE FIELD POWER SUPPLY CONN O D 7/8 -IN. DIA HOLE WITH ° ® 1 1/g -IN. DIA KNOCKOUT N AND 1 %-IN. DIA KNOCKOUT 20' 271/16' AIR IN FIELD CONTROL SUPPLY AIR IN --]P- 299/16. CONN 7/8 -IN. DIA HOLE 3/8 -IN. DIA B TIEDOWN KNOCKOUTS 3/8 -IN. DIA LIQUID (2) PLACES IN - LINE CONN BASEPAN O � O 1) P AIR DISCHARGE / 27/g % C 61/2' AIRIN 231/2• �I D DIA VAPOR LINE CONN 11/4 271/4' _ - 293/4' No - NOTES: 1. Allow 30 in. clearance to service side of unit, 48 in. above unit, 6 in. on one side, 12 in. on remaining side, anis 24 in. between units for proper airflow. ' 2. Minimum outdoor. operating ambient in cooling mode is 55°F, max. 125°F. 3. Series designation is`the 14th position of the unit model number. 4. Center of gravity B. A97076 • DIMENSIONS (IN.) UNIT SIZE SERIES B C D M N P MINIMUM MOUNTING PAD DIMENSIONS 024 B 23-15/16 3-3/16 5/8 14-3/4 14 10 30 x 30 030 B 27-15/16 3-3/16 3/4 14-3/4 14 11 30 x 30 036 A, D 33-15/16 3-3/16 3/4 14-3/4 14 13 30 x 30 036 C 27-15/16 3-3/16 3/4 14-3/4 14 11 30 x 30 042 AID 39-15/16 3-1/4 7/8 14-3/4 14 15 30 x 30 042 C 33-15/16 3-1/4 7/8 14-3/4 14 13 30 x 30 048 A 33-15/16 3-1/4 7/8 15-1/2 14-3/4 13 30 x 30 048 C 33-15/16 3-1/4 7/8 15-1/2 14-3/4 13 30 x 30 060 A 39-15/16 3-1/4 7/8 15-1/2 14-3/4 15 30 x 30 060 C 1 39-15/16 3-1/4 7/8 15-1/2 14-3/4 15 30 x 30 (9 —2— RECOMMENDED TUBE DIAMETERS For tube sets between 50 and 175 ft, consult Residential's Split System Long -Line Application Guideline. CHECK-FLO-RATER® PISTON CHART - UNIT SIZE -SERIES LIPUIDTUBE DIAMETER.(IN.) „ , VAPOR TUBE DIAMETER (IN.), UNIT"' SIZE, 0 to 50 Ft Tube Length . Long -Line Applications'- 0 to 50 Ft tong -Line Applications Tube Length ,...(Maximum.Diameter) r. 024:; . :.F 3/8 3/8 5/8 3/4' 030,036 3/4 7/8 042,0 7/8 1,-1/8.- 060 . . 1-1/8 For tube sets between 50 and 175 ft, consult Residential's Split System Long -Line Application Guideline. CHECK-FLO-RATER® PISTON CHART - UNIT SIZE -SERIES -PISTON' . . IDENTIFICATION NO. 024-B 61 030- B 70 036-A, C, D 73 042-A, D 84 042-!C 82 048-A; C 90 060-A, C 104 '. ' Piston listed is for any approved coil non -capillary tube combination. Piston.is shipped with outdoor unit and must be installed in an approved indoor coil. CHARGING SUBCOOLING,(TXV-TYPE EXANSION DEVICE) ' UNIT SIZE -SERIES REQUIRED SUBCOOLING ° 024-B 13 . 030-B. 11 036-A, D 13 036-C 14 042-A, D 9 . 042-C 12 . . 048-A 10 � 048-C 11 060-A 8 . 060-C .: 11 G�1\et Cor rd(`o' pppp pq APPROVALS .6_4aENf. e 29001 - .'C BS 5750 PART.1 As an ENERGY STARS �s09 \ �,� ANSI/ASOC 091 CERTIFICATION APPLIES partner, Bryant Heating h 001 #P CERTIFICATE NO. FM 28768 ONLY WHEN THE Cooling Systems has determined that REGISTERED QUALITY SYSTEM COMPLETE SYSTEM this product meets the IS LISTED WITH ARI. ENERGY STAR guidelines for energy efficiency. CSA #. ' ooh SPECIFICATIONS (6E0 uJ�'3 UNIT SIZE -SERIES 024-B 030-B 036 -A/C 036-A/C/D 0- 0, Operating Weight (Lb) ELECTRICAL 1 147 1 161 173/169 1 173/169/173 186/180 186/180/186 Unit Volts—Hertz—Phase 208/230-60-1 208/230-60-3 208/230-60-1 208/230-60-3 Operating Voltage Range` 187-253 Compressor—Rated Load Amps 11.4 15.0 16.7/17.9 10.6/11.4/10.6 19.9/20.0 13.4/13.9/13.4 Locked Rotor Amps 56.0 72.5 95.0/88.0 75.0/77.0/75.0 115.0/104.0 90.0/88.0/90.0 Condenser Fan Motor—Full Load Amps 0.5 0.8 1.4/1.1 1.4 1.4/1.1 1.4 Min Unit Ampacity for Wire Sizing 14.8 19.6 22.3/23.5 14.7/15.7/14.7 26.3/26.1 18.2/18.8/18.2 Min Wire Size (60°C Copper) AWGt 14 14 12 14 10 14 Min Wire Size (75°C Copper) AWGt 14 14 12 14 10 14 Max Wire Length (Ft) (60°C Copper)$ 53 39 55/52 53/49/53 74/74 49/41/49 Max Wire Length (Ft) (75°C Copper)$ 50 37 52/50 50/47/50 70/70 47/39/47 Max Branch Circuit Fuse Size" COMPRESSOR AND REFRIGERANT 25 30 30 20 40 25 Compressor—Type Scroll Manufacturer Copeland Millennium/ Copeland Millennium/ Copeland/ Millennium Millennium/ Copeland Millennium/ Copeland/ Millennium Temperature and Current Protection Internal Line Break Refrigerant—Type R-22 Amount (Lb)tt CONDENSER• 5.25 6.25 7.10/6.50 1 7.10/6.50/7.10 8.38/6.75 8.38/6.75/8.38 Coil Face Area (Sq Ft) 12.4 14.9 18.7/14.9 18.7/14.9/18.7 22.4/18.7 22.4/18.7/22.4 Fins per In.—Rows—Circuits 25-1-2 25-1-2 25-1-3/ 25-1-2 25-1-3/ 25-1-2/ 25-1-3 25-1— 25-1-33 25-1-4/ 25-1-3/ 25-1-4 Fan Motor (PSC)—HP and RPM 1/15 and 820 1/8 and 825 1/4 and 1125/ 1/5 and 825 1/4 and 1125 1/4 and 1125/ 1/5 and 825 1/4 and 1125 Volts—Hertz—Phase 208/230-60-1 Condenser Airflow (CFM) OPTIONAL EQUIPMENT 1800 2500 3300/2800 3300 3300/2800 1 3300 Coastal Filter KAACF0401 Mr) KAACF0501 LRG Time -Delay Relay KAATD0101TDR Cycle Protector KSACY0101 AAA Standard/ KSACY0101AAA KSACY0101 AAA Standard/ KSACY0101AAA I KSACY0101AAA Crankcase Heater KAACH1201AAA Start Assist—Capacitor/Relay Type$$ KSAHS1501AAA N/A KSAHS1501AAA N/A Start Assist—PTC Type KAACS0201 PTC N/A KAACS0201 PTC N/A Sound Hood KSASH1801 COP KSASH0601 COP TXV(RPB) KAATX0301RPB KAATX0401RPB KAATX0501RPB TXV (Hard Shutoff) KSATX0601 HSO Low -Pressure Switch KAALP0101 LPS High -Pressure Switch KSAH10101HPS Filter Drier P502 -8083S (RCD) P502 -8163S (RCD) Evaporator Freeze Thermostat KAAFT0101 AAA Liquid -Line Solenoid Valve KAALS0101 LLS Winter Start Control KAAWS0101AAA Low -Ambient Pressure Switch KSALA0201 R22 Low -Ambient Controller P251-0083 (RCD) MotorMasterC) Control— 32LT660004 (RCD) Ball Bearing Fan MotorHC38GE230 (RCD) HC40GE230(RCD)/ HC38GE230(RCD) HC38GE230(RCD)/ HC40GE230(RCD) HC40GE230(RCD)/ HC38GE230(RCD) HC38GE230(RC )/ HC40GE230(RCD) Thermostat—Auto Changeover, Non -Programmable, °F/°C, 1 -Stage Heat, 1 -Stage Cool TSTATBHNAC01-A Thermostat—Auto Changeover, 7 -Day Programmable, °F/°C, 1 -Stage Heat, 1 -Stage Cool TSTATBHPAC01-A ThermidistatTm Control— Programmable Thermostat with Humidity Control TSTATBHPRH01-A Thermostat—Manual Changeover, Non -Programmable, IF, 1 -Stage Heat, 1 -Stage Cool HH07AT212 Outdoor Air Temperature Sensor TSTATXXSEN01 Backplate for Non -Programmable Thermostat TSTATXXNBP01 Backplate for Programmable Thermostat TSTATXXPBP01 Thermostat Conversion Kit (4 to 5 wire) —10 Pack TSTATXXCNV10 See notes on page 5. j %AI Al L) V) -q SPECIFICATIONS Continued A•a6A UNIT SIZE -SERIES 048 -A/C 048-C i 060 -A/C 060-C Operating Weight.(Lb) ELECTRICAL 231/237 237 26-07264 264 Unit Volts—Hertz—Phase 208/2300-1 208/230-60-3 208/230-60-1 208/230-60=3 Operating Voltage Range' 187-253 Compressor—Rated Load Ams 24.4/23.7 15.0 28.9/28.8 19.3 Locked Rotor Amps 140.0/129.0 120.0 175:_0/169.0- 137.0 Condenser Fan Motor—Full Load Amps 1.4/1.1 1.4 1.4 1.4 Min Unit Ampacity for Wire Sizing 31.9/30.5 20.2 37.5/37.4 25.5 Min Wire Size (60°C Copper) AWGt 8 12 8 10 Min Wire Size (75°C Copper) AWGt 8 12 8 10 Max Wire Length (Ft) (60°C Copper)$ 97/100 60 -82 77. Max Wire Length (Ft) (75°C Copper)$ 59/61 57 78 73 Max Branch Circuit Fuse Sizet COMPRESSOR AND REFRIGERANT 50 30 60 40 Compressor—Type Scroll Manufacturer Millennium/Copeland Copeland I Millennium/Copeland Copeland Temperature and Current Protection Internal Line Break Refrigerant—Type R-22 Amount (Lb)tt CONDENSER• AND FAN 10.45 12.88 Coil Face Area (Sq Ft) 18.7 22.4 Fins per In.—Rows—Circuits 20-2-5 23-2— Fan Motor (PSC)—HP and RPM 1/4 and 1125/ 1/5 and 825 1/4 and 1125 1/4 and 1125 1/4 and 1125 Volts—Hertz—Phase 208/230--60-1 Condenser Airflow (CFM) OPTIONAL EQUIPMENT 3300/2800 3300 3300 Coastal Filter KAACF0501 LRG Time -Delay Relay KAATD0101TDR Cycle Protector Standard/KSACY01 01 AAA KSACY0101AAA I Standard/KSACY0101AAA KSACY0101AAA Crankcase Heater Standard Start Assist—Capacitor/Relay Type$$ KSAHS1601 AAA N/A KSAHS1601 AAA N/A Start Assist—PTC Type Standard/KAACS0201 AAA N/A Standard/KAACS0201 AAA N/A Sound Hood KSASH2101COP TXV (RPB) KAATX0601RPB I KAATX0701RPB TXV (Hard Shutoff) KSATX0701 HSO Low -Pressure Switch KAALP0101 LPS High -Pressure Switch KSAH10101 HPS Filter Drier P502 -8163S (RCD) Evaporator Freeze Thermostat KAAFT0101 AAA Liquid -Line Solenoid Valve KAALS0101 LLS Winter Start Control KAAWS0101 AAA Low -Ambient Pressure Switch KSALA0201 R22 Low -Ambient Controller P251-0083 (RCD) MotorMaster® Control"` 32LT660004 (RCD) Ball Bearing Fan Motor HC40GE230 (RCD) Thermostat—Auto Changeover, Non -Programmable, °F/°C, 1 -Stage Heat, 1 -Stage Cool TSTATBHNAC01-A Thermostat—Auto Changeover, 7 -Day Programmable, °F/°C, 1 -Stage Heat, 1 -Stage Cool TSTATBHPAC01-A ThermidistatTm Control— Programmable Thermostat with Humidity Control TSTAT13HPRH01-A Thermostat—Manual Changeover, Non -Programmable, OF, 1 -Stage Heat, 1 -Stage Cool HH07AT212 Outdoor Air Temperature Sensor TSTATXXSEN01 Backplate for Non -Programmable Thermostat TSTATXXNBP01 Backplate for Programmable Thermostat TSTATXXPBP01 Thermostat Conversion Kit (4 to 5 wire) —10 Pack TSTATXXCNV10 ` Permissible limits of the voltage range at which unit will operate satisfactorily. Operation outside these limits may result in unit failure. t If wire is applied at ambient greater than 30°C (860F), consult Table 310-16 of the NEC (ANSI/NFPA 70). The ampacity of nonmetallic -sheathed cable (NM), trade name ROMEX, shall be that of 60°C (140°F) conductors, per the NEC (ANSI/NFPA 70) Article 336-30. $ Length shown is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%. Time -delay fuse or circuit breaker. tt Charge quantity is for 15 ft of interconnecting tubing. For tubing lengths longer than 15 ft, add 0.6 oz. of refrigerant per ft of tube length in excess of 15 ft. $$ Start assist capacitor and relay required when using liquid solenoid valve or hard shutoff TXV (except 048 and 060). Do not use hard shutoff TXV with liquid solenoid valve. Fan motor with ball bearings required. N/A—Not applicable in this application. NOTES: All motors/compressors contain internal overload protection. Copper wire must be used from service disconnect to unit. Control circuit is 24v on all units and requires external power source. —5— ACCESSORY USAGE GUIDELINE For tubing line sets between 50 and 175 ft, refer to Residential's Split Systems Long -Line Application Guideline. For buried line applications, refer to Residential's Split Systems Buried Line Application Guideline. Only when low-pressure switch is used. Required for Low -Ambient Controller (full modulation feature) and MotorMaster® Control only. ACCESSORY DESCRIPTION AND USAGE (Listed Alphabetically) 1. Ball Bearing Fan Motor A fan motor with ball bearings which permits speed reduction while maintaining bearing lubrication. SUGGESTED USE: Required on all units where Low -Ambient Controller (full modulation feature) or MotorMaster® Control has been added. 2. Coastal Filter A mesh screen inserted under the top cover and inside the base pan to protect the condenser coil from salt damage without restricting airflow. SUGGESTED USE: In geographic areas where salt damage could occur. • 3. Compressor Start Assist—Capacitor/Relay Type Start capacitor and start relay gives "hard" boost to compressor motor at each start-up. SUGGESTED USE: Installations where interconnecting tube length exceeds 50 ft. Installations where outdoor design temperature exceeds 105°F (40.60C). Installations where Liquid -Line Solenoid Valve has been added. 4. Compressor Start Assist—PTC Type Solid-state electrical device which gives a "soft" boost to compressor at each start-up. SUGGESTED USE: Installations with marginal power supply. 5. Crankcase Heater An electric resistance heater which mounts to the base of the compressor to keep the lubricant warm during off cycles. Improves compressor lubrication on restart and minimizes chance of refrigerant slugging. May or may not include a thermostat control. SUGGESTED USE: When interconnecting tube length exceeds 50 ft. When unit will be operated below 55°F (12.8°C) outdoor air temperature. Use with Low -Ambient Controller. All commercial installations. 6. Cycle Protector Solid-state timing device which prevents compressor rapid recycling. Control provides an approximate 5 -minute delay after power to the compressor has been interrupted for any reason, including normal room thermostat cycling. SUGGESTED USE: Installations in areas where power interruptions are frequent. Where user is likely to "play" with the room thermostat. All commercial installations. Installations where interconnecting tube length exceeds 50 ft. High rise applications. 7. Evaporator Freeze Thermostat An SPST temperature actuated switch which stops unit operation when evaporator reaches freeze-up conditions. SUGGESTED USE: All units where Winter Start Control has been added. 8. Filter Drier A device for removing contaminants from refrigerant circulating in an air conditioner: 1 -direction flow. SUGGESTED USE: All split -system air conditioners. 9. High -Pressure Switch Auto reset SPST switch activated by refrigerant pressure on high side of refrigerant circuit. Cycles compressor off if refrigerant pressure rises to 400 ± 10 psig and resets at 298 ± 20 psig. Provides protection against compressor damage due to loss of outdoor airflow. To prevent rapid compressor recycling, Cycle Protector can be used with this switch. SUGGESTED USE: Installations exposed to very "dirty" outdoor air. Installations where condenser inlet air temperature exceeds 125°F (51.70C). 10. Liquid -Line Solenoid Valve An electrically operated shutoff valve to be installed at the outdoor or indoor unit (depending on tubing configuration) which stops and starts refrigerant liquid flow in response to compressor operation. Maintains a column of refrigerant liquid ready for action at next compressor operation cycle. NOTE: Compressor Start Assist--Capacitor/Relay Type must also be used. SUGGESTED USE: For improved system performance in air conditioners for certain combinations of indoor and outdoor units. Refer to ARI Unitary Directory. In certain long -line applications. Refer to Residential's Split Systems Long -Line Application Guideline. m REQUIRED FOR REQUIRED FOR REQUIRED FOR REQUIRED FOR LOW -AMBIENT LONG -LINE BURIED LINE SEA COAST APPLICATIONS APPLICATIONS' APPLICATIONSt APPLICATIONS ACCESSORY (Below 55°F) (Over 50 Ft) (Over 3 Ft) (Within 2 Miles) Crankcase Heater Yes Yes Yes No Evaporator Freeze Thermostat Yes No No No Winter Start Control Yes$ No No No Accumulator No No Yes No Compressor Start Assist Yes Yes Yes ' No Capacitor and Relay Low -Ambient Controller, MotorMaster® Control Yes No No No or Low -Ambient Pressure Switch Wind Baffle See Low -Ambient Instructions No No No Coastal Filter No No No Yes Support Feet Recommended No No Recommended Liquid -Line Solenoid Valve See Long -Line or No Application Yes No Hard Shutoff TXV Guideline Ball Bearing Fan Motor Yes" No No No For tubing line sets between 50 and 175 ft, refer to Residential's Split Systems Long -Line Application Guideline. For buried line applications, refer to Residential's Split Systems Buried Line Application Guideline. Only when low-pressure switch is used. Required for Low -Ambient Controller (full modulation feature) and MotorMaster® Control only. ACCESSORY DESCRIPTION AND USAGE (Listed Alphabetically) 1. Ball Bearing Fan Motor A fan motor with ball bearings which permits speed reduction while maintaining bearing lubrication. SUGGESTED USE: Required on all units where Low -Ambient Controller (full modulation feature) or MotorMaster® Control has been added. 2. Coastal Filter A mesh screen inserted under the top cover and inside the base pan to protect the condenser coil from salt damage without restricting airflow. SUGGESTED USE: In geographic areas where salt damage could occur. • 3. Compressor Start Assist—Capacitor/Relay Type Start capacitor and start relay gives "hard" boost to compressor motor at each start-up. SUGGESTED USE: Installations where interconnecting tube length exceeds 50 ft. Installations where outdoor design temperature exceeds 105°F (40.60C). Installations where Liquid -Line Solenoid Valve has been added. 4. Compressor Start Assist—PTC Type Solid-state electrical device which gives a "soft" boost to compressor at each start-up. SUGGESTED USE: Installations with marginal power supply. 5. Crankcase Heater An electric resistance heater which mounts to the base of the compressor to keep the lubricant warm during off cycles. Improves compressor lubrication on restart and minimizes chance of refrigerant slugging. May or may not include a thermostat control. SUGGESTED USE: When interconnecting tube length exceeds 50 ft. When unit will be operated below 55°F (12.8°C) outdoor air temperature. Use with Low -Ambient Controller. All commercial installations. 6. Cycle Protector Solid-state timing device which prevents compressor rapid recycling. Control provides an approximate 5 -minute delay after power to the compressor has been interrupted for any reason, including normal room thermostat cycling. SUGGESTED USE: Installations in areas where power interruptions are frequent. Where user is likely to "play" with the room thermostat. All commercial installations. Installations where interconnecting tube length exceeds 50 ft. High rise applications. 7. Evaporator Freeze Thermostat An SPST temperature actuated switch which stops unit operation when evaporator reaches freeze-up conditions. SUGGESTED USE: All units where Winter Start Control has been added. 8. Filter Drier A device for removing contaminants from refrigerant circulating in an air conditioner: 1 -direction flow. SUGGESTED USE: All split -system air conditioners. 9. High -Pressure Switch Auto reset SPST switch activated by refrigerant pressure on high side of refrigerant circuit. Cycles compressor off if refrigerant pressure rises to 400 ± 10 psig and resets at 298 ± 20 psig. Provides protection against compressor damage due to loss of outdoor airflow. To prevent rapid compressor recycling, Cycle Protector can be used with this switch. SUGGESTED USE: Installations exposed to very "dirty" outdoor air. Installations where condenser inlet air temperature exceeds 125°F (51.70C). 10. Liquid -Line Solenoid Valve An electrically operated shutoff valve to be installed at the outdoor or indoor unit (depending on tubing configuration) which stops and starts refrigerant liquid flow in response to compressor operation. Maintains a column of refrigerant liquid ready for action at next compressor operation cycle. NOTE: Compressor Start Assist--Capacitor/Relay Type must also be used. SUGGESTED USE: For improved system performance in air conditioners for certain combinations of indoor and outdoor units. Refer to ARI Unitary Directory. In certain long -line applications. Refer to Residential's Split Systems Long -Line Application Guideline. m i L• ACCESSORY DESCRIPTION AND USAGE (Listed Alphabetically).'Continued 11. Low -Ambient Controller Head pressure controller is a cycle control device activated by a temperature sensor mounted on a header tube of the outdoor coil. It is designed to cycle the outdoor.fan motor in order to maintain condensing temperature within normal operating limits (approximately 100°F high and 60°F low). The control • will maintain working head pressure at low -ambient temperatures down to 0°F when properly installed. mp; SUGGESTED USE: Cooling operation at outdoor temperatures below 55°F (12.8°C). 12.- Low:Ambient Pressure Switch A long life pressure switch which is mounted to outdoor unit service valJe. It is designed to.cycle the outdoor fan motor in order to.maintain head pressure 'within normal operating limits (approximately 100 psig to,225 psig). The control will maintain working head pressure at low -ambient temperatures down to 0°F when properly installed. SUGGESTED USE: Cooling operation at outdoor temperatures below 55°F (12.8°C). 13. Low -Pressure Switch Auto reset SPST switch activated by refrigerant pressure on low side of refrigerant circuit. Cycles compressor off if refrigerant pressure drops to about 27 psig. Prevents indoor coil freeze-up due to,loss of indoor airflow. Provides protection against compressor damage due to loss of refrigerant charge. To prevent rapid compressor recycling, Cycle Protector can be used with this switch. SUGGESTED USE: Where indoor coil is exposed to "dirty" air. All commercial installations. 14. MotorMaster® Control A fan speed control device activated by a temperature sensor. Designed to control condenser fan motor speed in. response to the saturated, condensing temperature during operation in cooling mode only. For outdoor temperatures down to –20°F, it maintains condensing temperature at 100°F t 10°F. SUGGESTED USE: Cooling operation at outdoor temperatures below 55°F. All commercial installations. 15. 'Outdoor AlrTemperature Sensor A device that allows the temperature at a remote location (outdoors) to be displayed at the thermostat. SUGGESTED USE: All Bryant programmable thermostats. 16. Sound Hood Wraparound sound attenuation cover for the compressor. Reduces unit sound level by about 2 dBA. SUGGESTED USE: Unit installed closer than 15 ft to quiet areas—bedrooms, etc. . Unit installed between 2 houses less than 10 ft apart. 17. Thermostatic Expansion Valve (TXV) A modulating flow control valve which meters refrigerant flow rate into the evaporator in response to the superheat of the refrigerant gas leaving the evaporator. Kit includes valve, adapter tubes, and external equalizer tube. Both hard shutoff and RPB type valves are available. Do not use hard shutoff TXV with Liquid -Line Solenoid Valve. SUGGESTED USE: For improved system performance in cooling mode for certain combinations of indoor and outdoor units. Refer to ARI Unitary Directory. Required for use on all zoning systems. 18. Time -Delay Relay ' An SPST"delay relay which briefly continues operation of the indoor blower motor to provide additional cooling after the compressor cycles off. SUGGESTED USE: For improved efficiency ratings for certain combinations of indoor and outdoor units. Refer to ARI Unitary Directory. Required for use on all zoning systems. 19. Winter Start Control An SPST delay relay which bypasses the low-pressure switch for approximately 3 minutes to permit start-up for cooling operation under low -load conditions. SUGGESTED USE: All air conditioners where Low -Ambient Controller has been added. . . I SOUND RATING (dBA) UNIT SIZE -SERIES SOUND RATING 024-B 78 030-B 78 036-A, C, D 82 042-A, C, D 82 048-A; C 82 060-A, C 82 .7 UNIT SIZE -SERIES 024-B 030-B INDOOR MODEL CC5A/CD5A/CD56A024' CC5A/CD5A/CD5BA030 CC5A/CD5A/CD5BW024 CC5A/CD5A/CD5BW030 CD3(A,B)A024 CD3 A,B A030 CE3AA024 CE3AA030 CF5AA024 CG5AA024 CJ5A/CK5A/CK5BA024 CJ5A/CK5A/CK5BA030 CJ5A/CK5A/CK5BW024 CJ5A/CK5A/CK5BW030 CK38AO24 CK3BA030 CM5A/CM5B024 F(A,B)4AN(F,C)024 F(A,B)4AN(F,C)030 FC4BNF024 FC4BNF030 FC46NF033 FD3ANA024 FD3ANA030 FF1(A,B,C)NA024 FF1(A,B,C NA030 FG3AAA024 FK4CNF001 FK4CNF002 FK4CNF003 CC5A/CD5A/CD5BA024 CC5A/CD5A/CD5BA030 CC5A/CD5A/CD5BW024 CC5A/CD5A/CD5BW030 CD3(A,B)A024 CD3(A,B)A030 CE3AA024 CE3AA030 CJ5A/CK5A/CK5BA024 CJ5A/CK5A/CK5BA030 CJ5A/CK5A/CK5BW030 CK3BA024 CK3BA030 CC5A/CD5A/CD5BA024 CC5A/CD5A/CD5BA030 CC5A/CD5A/CD5BW024 CC5A/CD5A/CD5BW030 CD3(A,B A024 CD3(A,B A030 CJ5A/CK5A/CK5BW030 CK3BA024 CK3BA030 CC5A/CD5A/CD5BA024 CC5A/CD5A/CD5BA030 CC5A/CD5A/CD5BW024 CC5A/CD5A/CD5BW030 CD3(A,B)A024 CD3 A,B A030 CJ5A/CK5A/CK5BW024 CJ5A/CK5A/CK5BW030 CK3BA024 CK3BA030 CC5A/CD5A/CD5BA024 CC5A/CD5A/CD5BA030 CC5A/CD5A/CD5BW024 CC5A/CD5A/CD5BW030 CD3(A,B)A024 CD3(A,B)A030 CJ5A/CK5A/CK5BW024 CJ5A/CK5A/CK5BW030 CK3BA024 CK3BA030 CC5A/CD5A/CD5BA03W CC5A/CD5A/CD56A036 CC5A/CD5A/CD5BW030 CD3(A,B)A030 CD3 A,B A036 CD5A/CD5BW036 See notes on page 14. COMBINATION RATINGS TOT. CAP. BTUH FACTORY - SUPPLIED ENHANCE- MENT 23,000 NONE 23,400 NONE 23,000 NONE 23,400 NONE 23,000 NONE 23,400 NONE 23,400 NONE 23,600 NONE 23,400 NONE 23,400 TXV 23,000 NONE 23,400 NONE 23,000 NONE 23,400 NONE 23,000 NONE 23,400 NONE 23,400 NONE 23,200 TDR 23,600 TDR 23,200 TDR & TXV 23,600 TDR & TXV 24,000 TDR & TXV 23,200 NONE 23,800 NONE 23,200 TDR 23,400 TDR 23,000 NONE 23,800 TDR & TXV 23,800 TDR & TXV 23,800 TDR & TXV l.UIL v + JJJt",J)AV UJOUO 23,200 TDR 23,400 TDR 23,200 TDR 23,400 TDR 23,200 TDR 23,400 TDR 23,400 TDR 23,600 TDR 23,200 TDR 23,200 TDR 23,200 TDR 23,200 TDR 23,200 TDR COILS+ 355MAV042040 23,200 TDR 23,400 TDR 23,200 TDR 23,400 TDR 23,200 TDR 23,400 TDR 23,400 TDR 23,200 TDR 23,400 TDR STANDARD RATING 12.00 12.20 12.00 12.20 12.40 12.00 12.20 13.00 13.50 14.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 SEER BRYANT GAS FURNACE OR ACCESSORY 12.00 12.10 12.00 12.10 12.00 12.10 12.00 12.10 12.00 12.00 12.00 12.10 12.00 12.10 12.00 12.10 12.00 12.00 12.20 11.80 ACCESSORY TXV$ LLS EER 12.00 12.00 10.80 12.10 12.10 10.90 12.00 12.00 10.80 12.10 12.10 10.90 12.00 12.00 10.80 12.10 12.10 10.90 12.00 12.00 10.90 12.10 12.10 11.00 12.00 12.00 10.90 - 12.00 10.90 12.00 12.00 10.80 12.10 12.10 10.95 12.00 12.00 10.80 12.10 12.10 10.95 12.00 12.00 10.80 12.10 12.10 10.95 12.00 12.00 11.10 12.00 - 10.90 12.20 - 11.15 - - 10.90 - - 11.15 - - 11.35 12.00 12.00 11.00 12.20 12.20 11.05 12.00 - 10.80 12.20 - 11.05 11.80 11.80 10.65 - - 12.30 - - 12.40 - - 12.70 13.00 - 11.75 13.00 - 11.95 13.00 - 11.75 13.00 - 11.95 13.00 - 11.75 13.00 - 11.95 13.00 - 11.80 13.00 - 12.05 13.00 - 11.85 13.00 - 12.10 13.00 - 12.10 13.00 - 11.85 13.00 - 12.10 - 13.00 - 11.65 13.00 - 11.95 13.00 - 11.65 13.00 - 11.95 13.00 - 11.65 13.00 - 11.95 13.00 - 11.95 13.00 - 11.65 13.00 - 11.95 _ l:U1L5 + 3bSMAVU4YUaU VAFUAtlLt-SYttU_ I-UHNAIa 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 COILS + 355MAV042080 VARIABLE -SPEED FURNACE 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.65 23,400 TDR 13.00 - 13.00 - 11.95 23,200 TDR 13.00 - 13.00 - 11.95 23,400 TDR 13.00 - 13.00 - 12.15 23,200 TDR 13.00 - 13.00 - 11.95 23,400 TDR 13.00 - 13.00 - 12.15 29,000 NONE - 12.00 12.00 12.00 10.70 29,600 NONE - 12.20 12.20 12.20 11.15 29,000 NONE - 12.00 12.00 12.00 10.70 29,000 NONE - 12.00 12.00 12.00 10.70 29,600 NONE - 12.20 12.20 12.20 11.15 29,600 NONE - 12.20 12.20 12.20 11.15 COMBINATION RATINGS Continued See notes on page 14. m SEER FACTORY- BRYANT GAS SUPPLIED FURNACE OR ACCESSORY UNIT INDOOR TOT. CAP. ENHANCE- STANDARD ACCESSORY TXV$ LLS SIZE -SERIES MODEL BTUH MENT RATING TDRt EER CE3AA030 29,000 NONE - 12.00 12.00 12.00 10.85 CE3AA036 29,600 NONE - 12.20 , 12.20 12.20 10.95 CF5AA036 29,600 NONE - 12.20 12.20 12.20 11.05 CG5AA036 29,600 TXV - 12.20 - 12.20 11.05 CJ5A/CK5A/CK5BA030 29,000 NONE - 12.00 12.00 12.00 10.75 CJ5A/CK5A/CK5BA036 29,600 NONE - 12.20 12.20 12.20 11.15 CJ5A/CK5A/CK5BN036 27,600 NONE - 12.20 12.20 12.20 11.15 CJ5A/CK5A/CK5BW030 29,000 NONE - 12.00 12.00 12.00 10.75 CJ5A/CK5A/CK5BW036 29,600 NONE - 12.20 12.20 12.20 11.15 CK3BA030 29,000 NONE - 12.00 12.00 12.00 10.75 CK3BA036 29,600 NONE - 12.20 12.20 12.20 11.15 CM5A/CM5B036 29,600 NONE - 12.00 12.00 .12.00 11.25 F(A,B)4AN(F,C)030 29,200 TDR 12.10 - 12.10 - 10.90 F(A,B)4AN(F,C)036 29,600 TDR 12.00 - 12.00 - 10.85 FC4BNF030 29,200 TDR &TXV 12.10 - - - 10.90 FC4BNF036 29,600 TDR &TXV 12.00 - - - 10.85 FC4BNF033 30,000 TDR &TXV 12.50 - - - 11.20 FWANA030 29,200 NONE - 12.00 12.00 12.00 10.70 FF1(A,B,C)NA030 29,000 TDR . 12.00 - 12.00' - 10.85 FG3AAA036 29,600 NONE - 12.00 12.00 12.00 10.85 FK4CNF001 29,400 TDR &TXV 13.00 - - - 11.80 FK4CNF002 29,400 TDR &TXV 13.00 - - - 11.90 FK4CNF003 29,800 TDR & TXV 13.50 - - - 12.35 FK4CNF005 30,000 TDR &TXV 14.00 - - - 12.85 COILS + 333(B,J)AV036030 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA030 29,000 TDR 13.00 - 13.00 - 11.35 CC5A/CD5A/CD5BA036 29,600 TDR 13.50 - 13.50 - 11.90 CC5A/CD5A/CD5BW030 29,000 TDR 13.00 - 13.00 - 11.35 CD3(A,B)A030 29,000 TDR 13.00 - 13.00 - 11.35 CD3(A,B)A036 29,600 TDR 13.50 - 13.50 - 11.90 CD5A/CD5BW036 29,600 TDR 13.50 - 13.50 - 11.90 CE3AA030 29,000 TDR 13.00 - 13.00 - 11.50 CE3AA036 29,600 TDR 13.20 - 13.20 - 11.65 CJ5A/CK5A/CK5BA030 29,000 TDR 13.00 - 13.00 - 11.45 CJ5A/CK5A/CK5BA036 29,600 TDR 13.50 - 13.50 - 12.00 CJ5A/CK5A/CK5BN036 27,600 TDR 13.00 - 13.00 - 11.85 CJ5A/CK5A/CK5BW030 29,000 TDR 13.00 - 13.00 - 11.45 CK3BA030 29,000 TDR 13.00 - 13.00 - 11.45 CK3BA036 29,600 TDR 13.50 - 1 13.50`, - 12.00 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE 030-B CC5A/CD5A/CD5BA030 29,000 TDR 13.00 -- 13.00 - 11.35 CC5A/CD5A/CD5BA036 29,600 TDR 13.50 - 13.50 - 11.90 CC5A/CD5A/CD5BW030 29,000 TDR 13.00 - 13.00 - 11.35 CD3(A,B)A030 29,000 TDR 13.00 - 13.00 - 11.35 CD3 A,B A036 29,600 TDR 13.50 - 13.50 - 11.90 CD5A/CD5BW036 29,600 TDR 13.50 - 13.50 - 11.90 CE3AA030 29,000 TDR 13.00 - 13.00 - 11.50 CE3AA036 29,600 TDR 13.20 - 13.20 - 11.65 CJ5A/CK5A/CK5BW030 29,000 TDR 13.00 - 13.00 - 11.60 CJ5A/CK5A/CK5BW036 29,600 TDR 13.50 - 13.50 - 12.20 CK3BA030 29,000 TDR 13.00 - 13.00 - 11.60 CK3BA036 29,600 TDR 13.50 - 13.50 - 12.20 -COILS + 355MAV042040 VARIABLE=SPEED FURNACE CC5A/CD5A/CD5BA030 29,000 TDR 12.80 - 12.80 - 11.35 CC5A/CD5A/CD5BA036 29,600 TDR 13.00 - 13.00 - 11.85 CC5A/CD5A/CD5BW030 29,000 TDR 12.80 - 12.80 - 11.35 CD3(A,B)A030 29,000 TDR 12.80 - 12.80 - 11.35 CD3(A,B)A036 29,600 TDR 13.00 - 13.00 - 11.85 CD5A/CD5BW036 29,600 TDR 13.00 - 13.00 - 11.85 CJ5A/CK5A/CK5BW030 29,000 TDR 12.50 - 12.50 - 11.25 CJ5A/CK5A/CK5BW036 29,600 TDR 13.00 - 13.00 - 11.85 CK3BA030 29,000 TDR 12.50 - 12.50 - 11.25 CK3BA036 29,600 TDR 13.00 - 13.00 - 11.85 COILS + 355MAV042060 VARIABLESPEED FURNACE CC5A/CD5A/CD5BA030 29,000 TDR 12.80 - 12.80 - 11.35 CC5A/CD5A/CD56A036 29,600 TDR 13.00 - 13.00 - 11.85 CC5A/CD5A/CD5BW030 29,000 TDR 12.80 - 12.80 - 11.35 CD3(A,B)A030 29,000 TDR 12.80 - 12.80 - 11.35 CD3 A,B A036 29,600 TDR 13:00 - 13.00 - 11.85 CD5A/CD5BW036 29,600 TDR 13.00 - 13.00 - 11.85 CJ5A/CK5A/CK5BA036 29,600 TDR 13.00 - 13.00 - 11.85 CJ5A/CK5A/CK5BW030 29,000 TDR 12.80 - 12.80 - 11.25 CK3BA030 29,000 TDR 12.80 - 12.80 - 11.25 CK3BA036 29,600 TDR 13.00 - 13.00 - 11.85 COILS + 355MAV042080 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA030 29,000 TDR 12.80 - 12.80 - 11.35 CC5A/CD5A/CD5BA036 29,600 TDR 13.00 - 13.00 - 11.85 CC5A/CD5A/CD5BW030 29,000 TDR 12.80 - 12.80 - 11.35 CD3 A,B A030 29,000 TDR 12.80 - 12.80 - 11.35 CD3 �A,B;A036 29,600 TDR 13.00 - 13.00 - 11.85 CD5A/CD5BW036 29,600 TDR 13.00 - 13.00 - 11.85 See notes on page 14. m .mp f,a 0'v\ V-5 1 a COMBINATION RATINGS Continued See notes on page 14. 10- SEER FACTORY- BRYANT GAS SUPPLIED FURNACE OR ACCESSORY UNIT INDOOR TOT. CAP. ENHANCE- STANDARD ACCESSORY TXV$ LLS SIZE -SERIES MODEL BTUH MENT RATING TDRt EER CJ5A/CK5A/CK5BW030 29,000 TDR 12.80 - 12.80 - 11.35 CJ5A/CK5A/CK5BW036 29,600 TDR 13.00 - 13.00 - 11.95 CK3BA030 29,000 TDR 12.80 - 12.80 - 11.35 CK3BA036 29,600 TDR 13.00 - 13.00 - 11.95 COILS+_355MAV0600.80VARIABLE;SP.EED',FURNACE„ CJ5A/CK5A/CK5BW030 29,000 TDR 12.50 - 12.50 - 11.20 CJ5A/CK5A/CK5BW036 29,600 TDR 13.00 - 13.00 - 11.80 CK3BA030 29,000 TDR 12.50 - 12.50 - 11.20 CK3BA036 29,600 TDR 13.00 - 13.00 11.80 030 6 f ,. COIL'S 355MAV060100,VAR_ IABLE=SPEED;FURNACE raw + _ CJ5A/CK5A/CK56W030 29,000 TDR 13.00 - 13.00 - 11.60 CJ5A/CK5A/CK5BW036 29,600 TDR 13.00 - 13.00 - 12.20 CK3BA030 29,000 TDR 13.00 - 13.00 - 11.60 CK3BA036 29,600 TDR 13.00 - 13.00 - 12.20 COILS _ --- r + 355MAV060120 VARIABLE -SPEED -FURNACE; �_. ., , ,� ° ., CJ5A/CK5A/CK5BW036 29,600 TDR 13.00 - 13.00 - 12.15 CK3BA030 29,000 TDR 13.00 - 13.00 - 11.55 CK3BA036 29,600 TDR 13.00 - 13.00 - 12.15 CC5A/CD5A/CD56A036' 35,000 NONE - 12.00 12.00 12.00 10.60 CC5A/CD5A/CD5BA042 35,000 NONE - 12.00 12.00 12.00 10.60 CC5A/CD5A/CD56W042 35,000 NONE - 12.00 12.00 12.00 10.50 CD3(A,B)A036 35,000 NONE - 12.00 12.00 12.00 10.60 CD3 A,B A042 35,000 NONE - 12.00 12.00 12.00 10.60 CD5A/CD5BW036 35,000 NONE - 12.00 12.00 12.00 10.60 CE3AA036 35,000 NONE - 11.80 11.80 11.80 10.45 CE3AA042 35,400 NONE - 12.10 12.10 12.10 10.65 CF5AA036 35,000 NONE - 12.00 12.00 12.00 10.55 CG5AA036 35,000 TXV - 12.00 - 12.00 10.55 CJ5A/CK5A/CK5BA036 35,000 NONE - 12.00 12.00 12.00 10.60 CJ5A/CK5A/CK5BA042 35,000 NONE - 12.00 12.00 12.00 10.60 CJ5A/CK5A/CK5BN036 33,000 NONE - 12.00 12.00 12.00 10.60 CJ5A/CK5A/CK5BN042 33,000 NONE - 12.00 12.00 12.00 10.60 CJ5A/CK5A/CK5BW036 35,000 NONE - 12.00 12.00 12.00 10.60 CK3BA036 35,000 NONE - 12.00 12.00 12.00 10.60 CK3BA042 35,000 NONE - 12.00 12.00 12.00 10.60 CM5A/CM5B036 34,600 NONE - 12.00 12.00 12.00 10.60 CM5A/CM5B042 35,000 NONE - 12.00 12.00 12.00 10.65 F(A,B)4AN(F,C)036 35,000 TDR 11.50 - 11.50 - 10.25 F(A,B)4AN(F,B, )042 35,400 TDR 12.00 - 12.00 - 10.55 FC4BN(F,B)042 35,400 TDR &TXV 12.00 - - - 10.55 FC4BN6054 36,000 TDR & TXV 13.00 - - - 11.30 FC4BNF033 35,400 TDR & TXV 12.00 - - - 10.50 FC4BNF036 35,000 TDR & TXV 11.50 - - - 10.25 FC4BNF038 35,800 TDR & TXV 12.50 - - - 10.85 FG3AAA036 34,600 NONE - 11.80 11.80 11.80 10.35 FK4CN6006 36,000 TDR & TXV 14.00 - - - 12.30 FK4CNF001 34,400 TDR & TXV 12.00 - - - 10.95 FK4CNF002 34,600 TDR & TXV 12.00 10.95 FK4CNF003 35,000 TDR & TXV 13.00 - - - 11.55 FK4CNF005 35,600 TDR & TXV 13.50 - - - 12.00 C, D�" 036 A,?�sa COIL _. _-__ _ ,`5+333(B;J)AV036060VARIABLE=SPEEDFURNACE;,,, , CC5A/CD5A/CD5BA036 35,000 TDR 12.50 - 12.50 - 11.10 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 - 13.00 - 11.20 CC5A/CD5A/CD5BW042 35,000 TDR 13.00 - 13.00 - 11.20 CD3(A,B)A036 35,000 TDR 12.50 - 12.50 - 11.10 CD3(A,B)A042 35,000 TDR 13.00 - 13.00 - 11.20 CD5A/CD5BW036 35,000 TDR 12.50 - 12.50 - 11.10 CE3AA036 35,000 TDR 12.50 - 12.50 - 10.95 CE3AA042 35,000 TDR 13.00 - 13.00 - 11.20 CJ5A/CK5A/CK5BA036 35,000 TDR 12.50 - 12.50 - 11.15 CJ5A/CK5A/CK5BN036 33,000 TDR 12.50 - 12.50 - 11.00 CK3BA036 35,000 TDR 12.50 - 12.50 - 11.15 CK3BA042 35,000 TDR 12.80 - 12.80 - 11.20 COIL'S.+ 333(B,J)AV648060.VARIABLE-SPEED FURNACE CC5A/CD5A/CD5BA036 35,000 TDR 12.50 - 12.50 - 11.10 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 - 13.00 - 11.20 CC5A/CD5A/CD5BW042 35,000 TDR 13.00 - 13.00 - 11.20 CD3(A,B)A036 35,000 TDR 12.50 - 12.50 - 11.10 CD3(A,B)A042 35,000 TDR 13.00 - 13.00 - 11.20 CD5A/CD5BW036 35,000 TDR 12.50 - 12.50 - 11.10 CE3AA036 35,000 TDR 12.50 - 12.50 - 10.95 CE3AA042 35,000 TDR 13.00 - 13.00 - 11.20 CJ5A/CK5A/CK5BA042 35,000 TDR 13.00 - 13.00 - 11.40 CJ5A/CK5A/CK5BW036 35,000 TDR 12.50 - 12.50 - 11.30 CK3BA036 35,000 TDR 12.50 - 12.50 - 11.30 CK3BA042 35,000 TDR 13.00 - 13.00 - 11.40 COILS + 333 B,J AV060100 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA036 35,000 TDR 12.80 - 12.80 - 11.10 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 - 13.00 - 11.20 CC5A/CD5A/CD56W042 35,000 TDR 13.00 - 13.00 - 11.20 CD3(A,B)A036 35,000 TDR 12.80 - 12.80 - 11.10 See notes on page 14. 10- COMBINATIONRATINGS Continued See notes on page 14. 11 SEER FACTORY= BRYANT GAS SUPPLIED FURNACE OR -ACCESSORY UNIT • INDOOR TOT. CAP. ENHANCE- STANDARD -ACCESSORY TxV* LLS SIZE -SERIES MODEL BTUH MENT RATING TDRt EER CD3(A,B)A042 35,000 r TDR 13.00 - x13.00 11.20 CD5A/CD5BW036 35,000 TDR 12.80 - 12.80 11.10 CE3AA036 .35,000 TDR 12.50 - .12.50 10.95 CE3AA042 35,000 TDR 13.00 - -13.00 11.20 CJ5A/CK5A/CK5BA042 35,000 TDR -13.00 - 13.00 11.65 CJ5A/CK5A/CK5BW036 35,000 TDR 12.80 .12.80 11.60 CK3BA036 35,000 TDR 12.80' 12.80 11.60 CK3BA042 35,000 TDR. .13.00 13.00 11.65 C6ILS 333 -(B -,J -)A --V060120 VARIABLE -SPEE6FURNACC" CC5A/CD5A/CD5BA036 35,000 TDR 12.80 12.80 11.10 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 13.00 11.20 CC5A/CD5A/CD5BW042 35,000 TDR 13.00 13.00. 11.20 CM�A;B�A036 35,000 TDR 12.80 12.80 11.10 CD3 A,B A042 35,000 TDR 13.00 13.00 11.20 CD5A/CD5BW036 35,000 TDR 12.80 12.80 11.10 CE3AA036 35,000 TDR .12.50 12.50 10.95 CE3AA042 35000 TDR 13.00 13.00 11.20 CJ5A/CK5A/CK5BA042 35:000 TDR 13.00 13.00 11.60 CJ5A/CK5A/CK5BW036, 35,000 TDR 12.80 12.80. 11.50 CK3BA042 35,000 TDR 13.00. 13.00 11.60 "coiLs + 355mAvO42040 VARIABLE -SPEED, - FURNACE. CC5A/CD5A/CD5BA036 35,000 TDR 12.80 12.80 11.15 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 13.00 11.25 CC5A/CD5A/CD5BW042 35,000 TDR 13.00 '13.00 11.25 CM�A B�A036 35,000 TDR .12.80 12.80 11.15 CD3 A:B A042 35,000 TDR 13.00'- 13.00 11.25 CD5A/CD56W036 35,000 TDR 12.80 12.80 11.15 CJ5A/CK5A/CK5BA042 35,000 TDR 12.80 12.80 11.25+ CJ5A/CK5A/CK5BW036 35,000 TDR 12.50 12.50 11.20 CK3BA036 35,000 TDR 12.50 - .12.50+ 11.20 CK3BA042 35,000 TDR 12.80 :12.80 11.25 0VAFb4BLE7SP E CC5A/CD5A/CD5BA036 35,000 TDR 12.80 12.80 11.15 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 13:00 11.25 CC5A/CD5A/CD5BW042 35,000 TDR 13.00 13.00. 11.25 CD3 A B�A036 35,000 TDR 12.80 12.80 11.15 036-A, C, D CD8�A:B A042 35,000 TDR 13.00 13.00., 11.25 CD5A/CD5BW036 35,000 TDR 12.80 12.80 11.15 CJ5A/CK5A/CK5BA036 35,000 TDR 12.50 12.5_0 11.15 CJ5A/CK5A/CK5BN042- 34,000 TDR 12.80 12.80 11.25 CK3BA036 35,000 I TDR 12.50 .12.50 11.15 CK3BA042 35,000 TDR 12.80 12.80 11.25 N"„Sq�," - COILS ,+,35WAV64208_0 V-A RIABLE-SP EEbFURNAM CC5A/CD5A/CD 5BA636 35,000 TDR 12.80 AMO 11.15 CC5A/CD5A/CD5BA042 35,000 TDR 13.00 13.00 11.25 CC5A/CD5A/CD5BW042 35,000 TDR -.13.00, 13.00 11.25 CD3(A,B)A036 35,000 TDR 12.80 12.80 11.15 CD3(A,B)A042 35,000 TDR 13.00 13.00 '11.25 CD5A/CD5BW036 35,000 TDR 12.80 12.80 11.15 CJ5A/CK5A/CK5BA042 35,000 TDR 12.80 12.80 11.35 CJ5A/CK5A/CK5BW036 35,000 TDR 12.50 12.50 '11.36 CK3BA036 35,000 TDR 12.50 12.50 11.30 CK3BA042 35,000 TDR 12.80 .12.80 11.35 cms,+ VkIR B - 355MAV660080 IA LE-SPEEb; FURNACE CJ5A/CK5A/CK5BA042 35,000 TDR 12.80 - 12.80 11.25 CJ5A/CK5A/CK5BW036 35,000 TDR 12.50 - 12.50, 11.15 CK3BA036 35,000 TDR 12.50 - 12.50 11.15 CK3BA042 35,000 TDR 12.80 - 12.80 11.25 o', "'�COILS + 355MAV0601 00 VARIABLE-SPEEDFURNACE CC5A/CD5A/CD56A036 35,000 TDR 12.80 12.80 11.15 CC5A/CD5A/CD5I3A042 35,000 TDR 13.00 .13.00. 11.25 CC5A/CD5A/CD5BW042 35,000 TDR' 13.00 13.00 11.25 CD3(A ' B)A036 35,000 TDR 12.80 12.80 11.15 CD3(A;B)A042 35,000 TDR 13.00 13.00 . 11.25 CD5A/CD5BW036 35,000 TDR 12.80 12.80 11.15 CJ5A/CK5A/CK5BA042 35,000 TDR 13.00 13:00 11.50 CJ5A/CK5A/CK5BW036 35,000 TDR 12.80 12.80 11.45 CK3BA036 35,000' TDR 12.80 12.80 11.45 CK3BA042 35,000 TDR 13.00 '13:00 11.50 ILS + 355AVO 60120 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA042 35,000 TDR 13.00 13.00 11.45 CJ5A/CK5A/CK5BW036 35,000 TDR 12.80 - 12.80 11.40 CC5AlCD5A/CD5I3A042` 40,000 NONE - 12.00 12.00 12.00 10.60 CC5A/CD5A/CD5BC048 40,000 NONE 12.00 12.00 .12.00 10.50 CC5A/CD5AlCD5BW042 40,000 NONE 12.00 12.00 12.00 10.50 042-A, C, D CC5A/CD5AlCD5I3W048 40,500 NONE 12.00 12.00 12.00 10.60 CW�A B�A042 40,000 NONE 12.00 12.00 -.12.00 10.60 CD3 A:B A048 40,500 NONE, 12.00 12.00 12.00 10.60 CD5A/CD5BA048 40,500 NONE* 12.00 -12.00 12.00 10.60 See notes on page 14. 11 COMBINATION RATINGS Continued See notes on page 14. 12- SEER FACTORY- BRYANT GAS SUPPLIED FURNACE OR ACCESSORY UNIT INDOOR TOT. CAP. ENHANCE- STANDARD ACCESSORY TXV$ LLS SIZE -SERIES MODEL BTUH MENT RATING TDRt EER CE3AA042 40,000 NONE - 12.00 12.00 12.00 10.65 CE3AA048 40,500 NONE - 12.00 12.00 12.00 10.70 CF5AA048 40,500 NONE - 12.00 12.00 12.00 10.65 CG5AA048 40,500 TXV - 12.00 - 12.00 10.65 CJ5A/CK5A/CK5BA042 40,000 NONE - 12.00 12.00 12.00 10.60 CJ5A/CK5A/CK5BA048 40,500 NONE - 12.00 12.00 12.00 10.65 CJ5A/CK5A/CK5BN042 39,000 NONE - 12.00 12.00 12.00 10.60 CJ5A/CK5A/CK5BN048 39,500 NONE - 12.00 12.00 12.00 10.65 CJ5A/CK5A/CK5BW048 40,500 NONE - 12.00 12.00 12.00 10.65 CK3BA042 40,000 NONE - 12.00 12.00 12.00 10.60 CK3BA048 40,500 NONE - 12.00 12.00 12.00 10.65 CM5A/CM5BA042 40,000 NONE - 12.00 12.00 12.00 10.70 CM5A/CM5BA048 40,500 NONE - 12.00 12.00 .12.00 10.70 F A,B)4AN(F,B,C)042 40,000 TDR 11.50 - 11.50 - 10.45 F�A,B)4AN(F,B,C)048 40,500 TDR 12.00 - 12.00 - 10.65 FC4BN(F,B)042 40,000 TDR & TXV 11.50 - - - 10.45 FC4BN(F,B)048 40,500 TDR &TXV 12.00' - - - 10.65 FC4BNB054 42,000 TDR & TXV 12.50 - - - 11.35 FC4BNF038 41,000 TDR &TXV 12.00 - - - 10.85 FG3AAA048 40,500 NONE - 12.00 12.00 12.00 10.60 FK4CNB006 42,000 TDR & TXV 14.00 - 12.20 FK4CNF003 41,000 TDR &TXV 12.50 - - - 11.30 FK4CNF005 41,500 TDR &TXV 13.00 - 11.85 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE : CC5A/CD5A/CD5BA042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW048 40,500 TDR 13.00 - 13.00 - 11.30 CD3(A,B)A042 40,000 TDR 12.50 - 12.50 - 11.15 CD3(A,B)A048 40,500 TDR 13.00 - 13.00 - 11.30 CD5A/CD5BA048 40,500 TDR 13.00 - 13.00 - 11.30 CE3AA042 40,000 TDR 13.00 - 13.00 - 11.20 CE3AA048 40,500 TDR 13.00 - 13.00 - 11.25 CJ5A/CK5A/CK5BA042 40,000 TDR 12.50 - 12.50 - 11.10 CJ5A/CK5A/CK5BA048 40,500 TDR 12.80 - 12.80 - 11.25 CK3BA042 40,000 TDR 12.50 - 12.50 - 11.10 CK3BA048 40,500 TDR 12.80 - 12.80 - 11.25 .� COILS + 333(B,J)AV060100 VARIABLE -SPEED. FURNACE CC5A/CD5A/CD5BA042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW048 40,500 TDR 13.00 - 13.00 - 11.30 042-A, C, D CD3(A,B)A042 40,000 TDR 12.50 - 12.50 - 11.15 CD3(A,B)A048 40,500 TDR 13.00 - 13.00 - 11.30 CD5A/CD5BA048 40,500 TDR 13.00 - 13.00 - 11.30 CE3AA042 40,000 TDR 13.00 - 13.00 - 11.20 CE3AA048 40,500 TDR 13.00 - 13.00 - 11.25 CJ5A/CK5A/CK5BA042 40,000 TDR 12.50 - 12.50 - 11.40 CJ5A/CK5A/CK5BW048 40,500 TDR 13.00 - 13.00 - 11.50 CK3BA042 40,000 TDR 12.50 - 12.50 - 11.40 COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE = " CC5A/CD5A/CD5BA042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW048 40,500 TDR 13.00 - 13.00 - 11.30 CD3(A,B A042 40,000 TDR 12.50 - 12.50 - 11.15 CD3(A,B A048 40,500 TDR 13.00 - 13.00 - 11.30 CD5A/CD5BA048 40,500 TDR 13.00 - 13.00 - 11.30 CE3AA042 40,000 TDR 13.00 - 13.00 - 11.20 CE3AA048 40,500 TDR 13.00 - 13.00 - 11.25 CJ5A/CK5A/CK5BA042 40,000 TDR 12.50 - 12.50 - 11.35 CJ5A/CK5A/CK5BW048 40,500 TDR 13.00 - 13.00 - 11.50 CK3BA042 40,000 TDR 12.50 - 12.50 - 11.35 COILS + 355MAV642080 VARIABLE -SPEED FURNACE . CC5A/CD5A/CD5BA042 40,000 TDR 12.80 - 12.80 - 11.15 CC5A/CD5A/CD5BW042 40,000 TDR 12.80 - 12.80 - 11.15 CC5A/CD5A/CD5BW048 40,000 TDR 13.00 - 13.00 - 11.25 CD3(A,B)A042 40,000 TDR 12.80 - 12.80 - 11.15 CD3(A,B)A048 40,000 TDR 13.00 - 13.00 - 11.25 CD5A/CD5BA048 40,000 TDR 13.00 - 13.00 - 11.25 CJ5A/CK5A/CK5BA042 40,000 TDR 12.00 - 12.00 - 10.65 CJ5A/CK5A/CK5BA048 40,500 TDR 12.40 - 12.40 - 10.85 CK3BA042 40,000 TDR 12.00 - 12.00 - 10.65 CK3BA048 40,500 TDR 12.40 - 12.40 - 10.85 COILS + 355MAV660080 VARIABLE -SPEED FURNACE i CJ5A/CK5A/CK5BA048 40,500 TDR 12.30 - 12.30 - 10.75 CK3BA048 40,500 TDR 12.30 - 12.30 - 10.75 COILS + 355MAV060100 VARIABLE -SPEED FURNACE: "' , a' CC5A/CD5A/CD5BA042 40,000 TDR 12.80 - 12.80 - 11.15 CC5A/CD5A/CD5BW042 40,000 TDR 12.80 - 12.80 - 11.15 CC5A/CD5A/CD5BW048 40,000 TDR 13.00 - 13.00 - 11.25 CD3(A,B)A042 40,000 TDR 12.80 - 12.80 - 11.15 CD3 A,B)A048 40,000 TDR 13.00 - 13.00 - 11.25 See notes on page 14. 12- i� ���S �Y`i : 1'1 !'aK' t .•''"tf yt ., f f` COMBINATION RATINGS, Continued' See notes on page 14. FACTORY -'SEER BRYANT GAS SUPPLIED FURNACE OR ACCESSORY UNIT INDOOR TOT. CAP. - ENHANCE- STANDARD "ACCESSORY TXV$ " LLS j SIZE -SERIES MODEL BTUH MENT RATING TDRt EER ' CD5A/CD5BA048' .. : .: 40,000. :.TDR: • 13.00 - 13.00 , -' 11.25. CJ5A/CK5A/CK5BA042 ` `-40,000 TDR...: 12:40' ::' -,.,. 12.40 - 10.90 CJ5A/CK5A/CK5BA048 401500 y_r TDR:,12.50. - 12.50 x1f.10'` CK3BA042.- 40,000 TDR_: ,12.40 - 12.4b.,,- 10.90 042-A, C, D CK3BA048 " 40,500 TDR• 12.50. ` - 12:50 - 11.10 d= ` COILS+"355MAV666120;VARIABL°E-SPEED`FU ANA CE CJ5A/CK5A/CK5BA042; 40,000 TDR `12.50` 12.50. = 11.00., CJ5A/CK5A/CK5BW048 _. 40,500 TDR 't 13.00 - x.13.00:. - 11.50 CK3BA042: 40,000 _ ., TDR , 12:50 :. - 12.50 - 11.00 CC5A/C05A/6D5BA060 47;500 NONE - 12.10 12.10 .'' . 12.10 10.55 CC5A/CD5A/CD5BC048 46;000 NONE - 12.00 '12.00 12.00 10.40 CC5A/CD5A/CD5BW048' 47,000 NONE . - 12.00 12.00 .12.00 10.50 CC5A/CD8A/CD5BW060 " 47,500,. NONE - 12.20 '12.20 12.20 10.80' CD3(A,B)A048 47,000 NONE - 12.00 12.00 12.00 10.50 CD3(A,B)A060 47,500 NONE -. 12.10 12.10:- 12.10 10.55' CD5A/CD5BA048` 47,000. ' NONE - 12.00 12.00. 12.00, 10.50 CE3AA048 47,000 NONE - 12.00 12.00.. 12.00 1 0. 65 CE3AA60 47,500 NONE - 12.10 12.1Q 12.10.' 10.90 CF5AA048 47,000 ' NONE - 12.00 :12.00 ` 12.00 10.60 CG5AA048 47,000 ' TXV -, 12,00.. ". J --' ' .12.00 10.00 CJ5A/CK5A/CK5BA048 :-.47,000 NONE - 12.00 12.00 12.00 10.45 CJ5A/CK5A/CK5BA060- '47,500`NONE- - 12.10 .. - ..12.10:. 12'.10 10.65- CJ5A/CK5A/CK5BN048 46,000 NONE • - 12.00';, . 12:00. 12.00. 10.45 CJ5A/CKM/CK5BN060. 47,500 NONE" - 12.10 12.10 - ` 12.10 10.85 CJ5A/CK5A/CK5BW048 47,000' NONE' - 12.00 12:00 12.00 10.45 CJ5A/CK5A/CK5BX060,, 47;500 '' NONE =`` 12.20 12.20 12.20 10.85 CK36A048. 47,000 NONE, - .12.00 12.00 12.00 10.45 CK3BA060 - . 47,500 NONE 12.10 -.-12:10 .,:12.10, 10.85 CM5A/CM5B048 46,500_ NONE - 12.00 12.00. 12.00 10.55: F(A,B)4AN F,B 048 47;000 TDR 12.00 12.00 - 10:50• ' F(A,B)4AN(FB;060 47,500: TDR 12.10 - 12.10 - 10.60' FC4BN(F,B)048 47,000 TDR & TXV 12.00 - - - 10.50 FC4BN(FB)60 47,500 TDR.&TXV .12.10 ,. - = - 10.60 FC4BNB054 48,000 TDR & TXV 12.50 - - - 11.05 ' FG3AAA048 47,000 NONE - 12.00 12.00 .12.00 `10.50 - FG3AAA60 48,000 NONE - 12.20 12:20 = 12.20 - '10.75 FK4CNB06 48,000 TDR & TXV 14.00 - FK4CNF005 47,000 TDR &TXV 13.50 - - - Ti -.55,- «COILS +,333(B;J)Al/0480801/ARIABLEtSPEED'.FURNACE , % Av e_ry"�` CC5A/CD5A/CD5BWO60 47,000 TDR 13.00 - 13.00 = - 11.25 CE3AA060 47,000 TDR 13.00 - 13.00• - . 11:70 CJ5A/CK5A/CK5BA048 47,000 TDR 12.00: - - 12.00: - 10:65 CK3BA048 47,000 TDR 12.00 - 12.00- - 10:65 `CK3BA060: 47,500 TDR 12.50 - 12.50 - 10.90 .,nw-m ,',.o,"",•w ,» COIL_S;+;333(B;J)AV0601UOyA_RIABLE=SPEEDFURNACE �a„a h , ,„ r,qf 048-A, C CC5A/CD5A/CD5BW60 47,OOOL TDR 13.00. - 13.00 11.25 - CE3AA060 47,000• - TDR 13.00 - 13.00 - 11.70 CJ5A/CK5A/CK5BA060 47,500. 'TDR 12.50 .. - 12.50 - 11.35 CJ5A/CK5A/CK5BW048 47,000 TDR 12.50 - 12:50 - 11.10 CJ5A/CK5A/CK5BX60 48,000 TDR 13.00 - 13.00 - 11.60 COMM 47,000 TDR 12.50 - 12.50 - 11.10' CK3BA060 47,500' . TDR 12.50 - , - 12.50 - 11.35 VARIABLEaSPEED'•FURNACE +;333(B;J)AY060120 „» WO60 CC5A/CE3AA TDR 13.00 13.00 .25 . 60 47,000 11 TDR 13.00 - 13.00 - 11.70 CJ5A/CK5A/CK5BA060 47,500 TDR 12.50 12.50 - . 11.25 CJ5A/CK5A/CK5BW048 47,000 TDR. 12.50' . - 12.50 - 11.00 CJ5A/CK5A/CK5BX060 48,000 TDR 13.00 - 13.00 - 11:50 CK3BA048 47,000 TDR 12.50 - 12.50 - 11.00- CK3BA060 47,500- TDR 12.50 - 12.50 - 11.25 A " OILS. ;355MAV,042080VARI'ABL`ES PEED .FURNACE n rt e »< CJ5A/CK5A/CK58A048 47,000: TDR . 12.00 - 12.00 ' - 10.60 CK3BA048 47,000 TDR 12.00. - 12.00 - 10.60'' CK3BA060 47;500 TDR 12.50 - 12.50 = 10.75 , COILS•+_355MAVO60080.VARIABLE=SPEED FURNACE° CC5A/CD5A/CD5BW060 `47,000 TDR 13.00- -13:00 - 11.25 CJ5A'/CK5A/CK5BA048 47,000 'TDR 12.00 12.00 10.50 CJ5A/CK5A/CK5BA060 47,500 TDR . 12:00 r - 12.00 - 10.70 CJ5A/CK5AYCK5BN060 47,500. TDR. , 12:00 - 12.00 - ;10.70 CJ5A/CK5A/CK5BX060 48,000 TDR-- 12:50 - 12.50` - 10.95 CK3BA04& 47,000 - TDR' 12.00 `12.00 - 10.50 CK3BA060 47,500 TDR' 12.00 12.00 - 10.70 .m..., ;,d_ . COILS.+;355fVIAV0601UU VARIABLE=SPEED FURNACE -..w CC5A/CD5A/CD5BW060 47;000TDR - 43.00 A 1:25 CJ5A/CK5A%CK5BA048 47,000' TDR 12.00, - 12.00 - 10.80 CJ5A/CK5A/CK5BA060 47,500 TDR 12.50 - 12.50 - 11.00 CJ5A/CK5A/CK5BN060 47,500, TDR 12.50 - 12.50 - 11.00 CJ5A/CK5A/CK5BX060 48,000.. TDR 13:00'. - 13.00 - 11.25 CK3BA048 47,000 TDR 12.00 -. 12.00.' - 10:80. CK3BA060 47,500' TDR 12.50 - 12.50 - 11:00 See notes on page 14. mA, N L 1 %j tj ON AREA COMBINATION RATINGS Continued ' Tested Combination t In most cases, only 1 method should be used to achieve TDR function. Using more than 1 method in a system may cause degradation in performance. Use either the accessory Time -Delay Relay KAATD0101TDR or a furnace equipped with TDR. All Bryant furnaces are equipped with TDR except for the 394HAD. t Must be installed with hard shutoff TXV to achieve rating. EER -Energy Efficiency Ratio LSV -Liquid Solenoid Valve SEER -Seasonal Energy Efficiency Ratio NOTES: 1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat is not included. 2. Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners. Ratings for other combinations are determined under DOE computer simulation procedures. 3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature. -14- SEER FACTORY- BRYANT GAS SUPPLIED FURNACE OR ACCESSORY UNIT INDOOR TOT. CAP. ENHANCE- STANDARD ACCESSORY SIZE -SERIES MODEL BTUH MENT RATING TDRt TXV$ LLS EER „', , .., . _ ., , ....... ..:a,COILS+>35tmAV060120VARIABLE-SPEED.FURNACE,,: CC5A/CD5A/CD5BW060 47,000 TDR 13.00 - 13.00 - 11.25 048 A, C CJ5A/CK5A/CK5BA060 47,500 TDR 12.50 - 12.50 - 11.00 CJ5A/CK5A/CK5BX060 48,000 TDR 13.00 - 13.00 - 11.30 CK3BA060 47,500 TDR 12.50 - 12.50 - 11.00 CC5A/CD5A/CD5BA060 56,000 NONE - 11.50 11.50 11.50 10.15 CC5A/CD5A/CD5BW060' 58,000 NONE - 12.00 12.00 12.00 10.35 CD3(A,B)A060 56,000 NONE - 11.50 11.50 11.50 10.15 CE3AA060 58,000 NONE - 12.00 12.00 12.00 10.45 CJ5A/CK5A/CK5BA060 56,000 NONE - 11.50 11.50 11.50 10.55 CJ5A/CK5A/CK5BN060 56,000 NONE - 11.50 11.50 11.50 10.75 CJ5A/CK5A/CK5BX060 58,000 NONE - 12.00 12.00 12.00 10.70 CK3BA060 56,000 NONE - 11.50 11.50 11.50 10.70 F(A,8)4AN(F,B)060 58,000 TDR 11.50 - 11.50 - 10.05 FB4ANB070 58,500 TDR 12.00 - 12.00 - 10.50 FC4BN(F,B)060 58,000 TDR & TXV 11.50 - - - 10.05 FC4BNB054 58,000 TDR & TXV 12.20 - - - 10.65 060-A, C FC4BNB070 58,500 TDR & TXV 12.00 - - - 10.50 FG3AAA060 57,500 NONE - 11.50 11.50 11.50 10.30 FK4CNB006 59,000 TDR & TXV 13.00 - - - 10.95 333(BJ)AV060100.VARIABL`E=SPEED FURNACE., en •,.,.e ,,.e,,.; „ . ; CJ5A/CK5A/CK5BA060 56,000 TDR 12.20 - 12.20 - 10.80 CJ5A/CK5A/CK5BX060 58,000 TDR 12.50 - 12.50 - 11.10 CK3BA060 56,000 TDR 12.20 - 12.20 - 10.80 333(B4)AV0601'20 VARIABLE-SPEED.FURNACE CJ5A/CK5A/CK5BA060 56,000 TDR 12.20 - 12.20 - 10.65 CJ5A/CK5A/CK5BX060 58,000 TDR 12.50 - 12.50 - 11.00 CK3BA060 56,000 TDR 12.20 - 12.20 - 10.65 ' Tested Combination t In most cases, only 1 method should be used to achieve TDR function. Using more than 1 method in a system may cause degradation in performance. Use either the accessory Time -Delay Relay KAATD0101TDR or a furnace equipped with TDR. All Bryant furnaces are equipped with TDR except for the 394HAD. t Must be installed with hard shutoff TXV to achieve rating. EER -Energy Efficiency Ratio LSV -Liquid Solenoid Valve SEER -Seasonal Energy Efficiency Ratio NOTES: 1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat is not included. 2. Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners. Ratings for other combinations are determined under DOE computer simulation procedures. 3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature. -14- DETAILED COOLING CAPACITIES* EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 115 125 CFM EWB Capacity MBtuht Total Capacity System MBtuht Kw`* Total Sens$ Secti• Total System Kw*'. Capacity MBtuht Total System MBtuht Kw" : Capacity Total System I Kw" Section. Capacity MBtuht Total System I Kw*' Total Sens$ 563CO24-BOutdoor Total Sens$ 3 Total Sens$ 0 1 4 Indoor Total J'Sens$ 700 72 67 62 57 25.9 23.6 21.4 20.3 12.7 15.9 19.0 20.3 1.92 1.93 1.93 1.92 25.0 22.7 20.6 19.7 12.3 15.5 18.6 19.7. 2.13 2.13 2.13 2.12 24.1 21.9 19.8 19.1 12.0 15.2 18.2 19.1 2.37 2.36 2.36 2.35 23.1 21.0 19:0 18.5 11.6 14.8 17.8 18.5 2.63 2.63 2.62 , 2.63 22.2 20.1 18.2 17.8. 11.3 14.5 17.4 17.8 2.94 2.93 2.92 2.94 800. 72 67 62 57 26.5 24.1 21.9 21.1 13.2 16.9 20.3 21.1 1.96 1.96 1.96 1'.97 25.5 23.2 21.1 20.5 12.9. 16.5 19.9 20.5 2.17 2.17 2.17 2.17 24.5 22.3 20.2 19.8 12.5 16.1 19.4 19.8 2.40 2.40 2.40 2.41 23.5 21.4 19.4 19.2 12.2 15.8 19.0 19.2 2.67 2.67 2.66 2.66 22.5 20.5 18.6 18.5 11.8 15.4 18.5 18.5 2.98 2.97 2.96 2.98 900 72 67 62 57 26.9 24.5 22.3 21.8 13.8 17.8 21.4 21.8 2.00 2.00 2.00 2.00 25.8 23.5 21.4 21.1 13.4 17.4 20.9 21.1 2.20 2.20 2.20 2.20 24.8 22.6 20.6 20.5 13.0 17.0 20.4 20.5 2.44 2.44( 2.44 2.43 23.8 21.7 19.8 19.8 12.7 16.6 19.8 19.8 2.71 2.71 2.70 2.70 22.8 20.7 19.1 19.1 12.3 16.3 19.1 19.1 3.02 3.01 3.00 3.03 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Unit Size Cooling Capacity Power Indoor Section Unit Size Cooling Capacity Power CC5A/CD5A/CD5BA 024. 1.00 T.00 CJ5A/CK5A/CK5BA 024 1.01- 0.92 030 1.02 1.00 030 1.01 0.91 CC5A/CD5A/CD5BW 024 _ 1.00 1.00 CJ5A/CK5A/CK56W 030 1.01 0.91 030 1.02 1.00. CK3BA 024 1.01 0.92 CD3(A,B)A 024 1.00 1.00030 1.01 0.91 030 1.02 1.00 `° ;COILS"+ 355MAV042040 VARIABLE -SPEED FURNACE, CE3AA 024 1.02 1.00 CC5A/CD5A/CD5BA 024 1.01 0.94 030 1.03. 1.00 030 1.02 0.93 CF5AA 024 1.02 1.00 CC5A/CD5A/CD5BW 024 1.01 0.94 CG5AA 024 1.02 1.00 030 1.02 0.93 CJ5A/CK5A/CK5BA 024 1.00 1.00 CD3(A,B)A 024 1.01 0.94. 030 1.02 1.00 030 1.02 0.93 CJ5A/CK5A/CK5BW 024 1.00 1.00 CJ5A/CK5A/CK5BW 030 1.02 0.94 030 1.02 1.00 CK3BA 024 1.01 0.94 CK313A 024 1.00 1.00 030 1.02 0.94 030 1.02 1.00 "i" COIL'S°+ 355MAV042060 VARIABLE -SPEED FURNACE, CM5A/CM5B 024 1.02 1.00 CC5A/CD5A/CD5BA 024 1.01 0.94 F(A,B)4AN(F,C) 024 1.01 1.00 030 1.02 0.93 030 1.03 0.99 CC5A/CD5A/CD5BW 024 1.01 0.94 FC4BNF 024 1.01 1.00 030 1.02 0.93 030 1.03 0.99 CD3(A,B)A 024 1.01 0.94 033 1.04 1.00 030 1.02 0.93 FD3ANA 024 1.01 0.98 CJ5A/CK5A/CK5BW 024 1.01 0.94 030 1.03 1.00 030 1.02 0.94 FF1(A,B,C)NA 024 1.01 1.01 CK313A 024 1.01 0.94 030 1.02 1.01 030 1.02 0.94 FG3AAA 024 1.00 1.00 COILS 4-.355_MAV042080,VARIABLE-SPEED.FURNACE_ "41 , ff FK4CNF 001 1.03 0.92 CC5A/CD5A/CD5BA 024 1.01 0.94 002 1.03 0.92 030 1.02 0.93 003 1.03 0.90 CC5A/CD5A/CD5BW 024 1.01 0.94 COILS + 333(6;J)AV036060 VARIABLE -SPEED, FURNACE"'.". 030 1.02 0.93 CC5A/CD5A/CD5BA 024 1.01 0.92 CD3(A,B)A 024' 1.01 0.94 030 1.02 0.91 030 1.02 0.93 CC5A/CD5A/CD5BW 024 1.01 0.92• CJ5A/CK5A/CK5BW 024 1.01 0:93 030, 1.02 0.91 030 1.02 0.92 CD3(A,B)A 024 1.01 0.92 CK313A 024 1.01 0.93 030' 1.02 0.91 030 1.02 0.92 CE3AA 024 1.02 0.93 - - - 030 1.03 1 0.92 See notes on page 23. 15- DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 115 125 CFM EWB Capacity MBtuht Total System Kw•• Capacity MBtuht Total System I Kw** Capacity MBtuht Total System I Kw" Capacity MBtuht Total System I Kw** Section Capacity MBtuht Total System Kw** Total Sens* 563CO30-BOutdoor Total I Sens$ Secti• Total I Sens$ Total 1 1 Indoor I Sens$ Total Sens$ 875 72 67 62 57 32.3 29.5 26.9 25.5 15.8 19.8 23.8 25.5 2.41 2.39 2.37 2.36 31.2 28.5 25.9 24.7 15.4 19.4 23.3 24.7 2.65 2.62 2.61 2.60 30.0 27.4 24.9 23.9 14.9 18.9 22.8 23.9 2.91 2.88 2.87 2.86 28.8 26.2 23.8 23.1 14.5 18.5 22.3 23.1 3.21 3.18 3.15 3.16 27.5 25.1 22.8 22.3 14.0 18.0 21.7 22.3 3.54 3.52 3.47 3.50 1000 72 67 62 57 32.9 30.1 27.4 26.5 16.4 21.0 25.3 26.5 2.46 2.44 2.42 2.42 31.7 29.0 26.4 25.6 16.0 20.5 24.8 25.6 2.70 2.67 2.66 2.65 30.5 27.9 25.3 24.8 15.6 20.1 24.2 24.8 2.96 2.94 2.91 2.91 29.2 26.7 24.3 24.0 15.1 19.6 23.6 24.0 3.26 3.23 3.18 3.21 28.0 25.5 23.3 23.1 14.6 19.1 23.0 23.1 3.59 3.57 3.55 3.55 1125 72 67 62 57 33.4 30.6 27.9 27.3 17.1 22.1 26.7 27.3 2.51 2.49 2.47 2.47 32.2 29.4 26.8 26.4 16.6 21.7 26.1 26.4 2.75 2.73 2.71 2.70 30.9 28.2 25.8 25.6 16.2 21.2 25.4 25.6 3.01 2.99 2.96 2.96 29.6 27.0 24.7 24.7 15.7 20.7 24.7 24.7 3.31 3.28 3.26 3.26 28.3 25.7 23.8 23.8 15.2 20.2 23.8 23.8 3.65 3.58 3.58 3.60 Multipliers for Determining the Performance With Other Indoor Sections Indoor . Section Unit Size Cooling Capacity Power Indoor Section Unit Size Capacity Cooling Power CC5A/CD5A/CD5BA 030 1.00 1.00 „ . r,COILS +,333 B;J)AV048080 VARIABLE SPEEDgFURNACE, 036 1.02 1.00 CC5A/CD5A/CD5BA 030 036 1.00 1.02 0.94 0.93 CC5A/CD5A/CD5BW 030 1.00 1.00 CD3(A,B)A 030 1.00 1.00 CC5A/CD5A/CD5BW 030 1.00 0.94 036 1.02 1.00 CD3(A,B)A 030 036 1.00 1.02 0.94 0.93 CD5A/CD5BW 036 1.02 1.00 CE3AA 030 1.00 1.00 CD5A/CD5BW 036 1.02 0.93 036 1.02 1.00 CE3AA 030 036 1.00 1.02 0.94 0.94 CF5AA 036 1.02 1.00 CG5AA 036 1.02 1.00 CJ5A/CK5A/CK5BW 030 036 1.00 1.02 0.93 0.91 CJ5A/CK5A/CK5BA 030 1.00 1.00 036 1.02 1.00 CK36A 030 036 1.00 1.02 0.93 0.91 CJ5A/CK5A/CK5BN 036 0.95 1.00 CJ5A/CK5A/CK5BW 030 1.00 1.00 M+355M4Vo4204o.vARfA6LE SP.EEb,FUANAtE?,-, " 036 1.02 1.00 CCSA/CD5A/CD5BA 030 036 1.00 1.02 0.96 0.95 CK3BA 030 1.00 1.00 036 1.02 1.00 CC5A/CD5A/CD5BW 030 1.00 0.96 CM5A/CM5B 036 1.02 0.99 CD3(A,B)A 030 036 1.00 1.02 0.96 0.95 F(A,B)4AN(F,C) 030 1.01 0.99 036 1.02 1.01 CD5A/CD5BW 036 1.02 0.95 FC4BNF 030 1.01 0.99 CJ5A/CK5A/CK5BW 030 036 1.00 1.02 0.97 0.95 033 1.03 0.99 036 1.02 1.01 CK3BA 030 036 1.00 1.02 0.97 0.95 FD3ANA 030 1.01 1.01 FF1(A,B,C)NA 030 1.00 1.00 ,, a 'CUILS + 355MAV042060xVARIABLE=SPEED FURNACE' ea FG3AAA 036 1.02 1.00 CC5A/CD5A/CD5BA 030 036 1.00 1.02 0.96 0.95 FK4CNF 001 1.01 0.93 002 1.01 0.93 CC5A/CD5A/CD5BW 030 1.00 0.96 003 1.03 0.91 CD3(A,B)A 030 036 1.00 1.02 0.96 0.95 005 1.03 0.90 COIL 60:,VARIABLE- SPtit URNACE„ °� `; CD5A/CD5BW 036 1.02 0.95 CC5A/CD5A/CD5BA 030 1.00 0.94 CJ5A/CK5A/CK5BA 1 036 1.02 0.95 036 1.02 0.93 CJ5A/CK5A/CK5BW 030 1.00 0.96 CC5A/CD5A/CD5BW 030 1.00 0.94 CK313A 030 036 1.00 1.02 0.96 0.95 CD3(A,B)A 030 1.00 0.94 036 1.02 0.93 J COILS +, 355MAV042080 VARIABLE=SPEED'FURNACE I '- CD5A/CD5BW 036 1.02 0.93 CC5A/CD5A/CD5BA 030 036 1.00 1.02 0.96 0.95 CE3AA 030 1.00 0.94 036 1.02 0.94 CC5A/CD5A/CD5BW 030 1.00 0.96 CJ5A/CK5A/CK5BA 030 1.00 0.94 CD3(A,B)A 030 036 1.00 1.02 0.96 0.95 036 1.02 0.92 CJ5A/CK5A/CK5BN 036 0.95 0.93 CD5A/CD5BW 036 1.02 0.95 CJ5A/CK5A/CK5BW 030 1.00 0.94 CJ5A/CK5A/CK5BW 030 036 1.00 1.02 0.96 0.94 CK3BA 030 1.00 0.94 036 1.02 0.92 CK36A 030 036 1.00 1.02 0.96 0.94 - - - See notes on page 23. 16- DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 1 115 125 Capacity Total Capacity Total Capacity Total Capacity Total Capacity Total MBtuht System MBtuht System MBtuht System MBtuht System . MBtuht System Total I Sens$ Totai Total I Sens$ Total Sens$ Total Sens$ CFM EWB Kw- Kw" Kw*- Kw** Kw** 1 1-B Outdoor Secti• 1 1 Indoor Section• • 72 32.3 15.8 2.41 31.2 15.4 2.65 30.0 14.9 2.91 28.8 14.5 3.21 27.5 14.0 3.54 875 67 29.5 19.8 2.39 28.5 19.4 2.62 27.4 18.9 2.88 26.2 18.5 3.18 25.1 18.0 3.52 62 26.9 23.8 2.37 25.9 23.3 2.61 24.9 22.8 2.87 23.8 22.3 3.15 22.8 21.7 3.47 57 25.5 25.5 2.36 24.7 24.7 2.60 23.9 23.9 2.86 23.1 23.1 3.16 22.3 22.3 3.50 72 32.9 16.4 2.46 31.7 16.0 2.70 30.5 15.6 2.96 29.2 15.1 3.26 28.0 14.6 3.59 1000 67 30.1 21.0 2.44 29.0 • 20.5 2.67 27.9 20.1 2.94 26.7 19.6 3.23 25.5 19.1 3.57 62 27.4 25.3 2.42 26.4 24.8 2.66 25.3 24.2 2.91 24.3 23.6 3.18 23.3 23.0 3.55 57 26.5 26.5 2.42 25.6 25.6 2.65 24.8 24.8 2.91 24.0 24.0 3.21 23.1 23.1 3.55 72 33.4 17.1 2.51 32.2 16.6 2.75 30.9 16.2 3.01 29.6 15.7 3.31 28.3 15.2 3.65 67 30.6 22.1 2.49 29.4 21.7 2.73 28.2 21.2 2.99 27.0 20.7 3.28 25.7 20.2 3.58 1125 62 27.9 26.7 2.47 26.8 26.1 2.71 25.8 25.4 2.96 24.7 24.7 3.26 23.8 23.8 3.58 57 27.3 27.3 2.47 26.4 26.4 2.70 25.6 25.6 2.96 24.7 24.7 3.26 23.8 23.8 3.60 Multipliers for Determining the Performance With Other Indoor Sections Indoor UnitCooling Indoor Unit Cooling Capacity Power Ity Power Section Size Section Size COILS + 355MAV060080 VARIABLE -SPEED FURNACE CK36A 030 1.00 0.94 CJ5A/CK5A/CK5BW 030 1.00 0.97 036 1.02 0.93 036 1.02 0.95 COILS + 355MA_ V060120 VARIABLE -SPEED FURNACE - CK3BA 030 1.00 0.97 CJ5A/CK5A/CK5BW 036 1.02 0.93 036 1.02 0.95 CK3BA 030 1.00 0.95 COILS + 355MAV060100 VARIABLE -SPEED FURNACE 036 1.02 0.93 CJ5A/CK5A/CK5BW 030 1.00 0.94 - - - 036 1.02 0.93 See notes on page 23. -17- DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES 'F AIR 85 95 105 115 125 CFM EWB Capacity MBtuht Total System Kw** Capacity MBtuht Total System Kw** Capacity MBtuht Total System Kw** Capacity MBtuht Total Syystem Kw*' Section Capacity MBtuht Total System Kw** Total 563CO36-A,Outdoor Sens$ Total Sens$ Secti• Total Sens$ Total 1 Sens$ . Indoor Total Sens$ 1050 72 67 62 57 39.0 35.7 32.7 31.3 19.3 24.5 29.5 31.3 2.89 2.86 2.83 2.82 37.6 34.4 31.4 30.4 18.8 24.0 28.9 30.4 3.18 3.15 3.12 3.11 35.9 32.9 30.1 29.3 18.2 23.4 28.2 29.3 3.48 3.45 3.42 3.41 34.3 31.4 28.7 28.2 17.6 22.7 27.5 28.2 3.83 3.79 3.75 3.74 32.6 29.8 27.3 27.0 17.0 22.1 26.7 27.0 4.21 4.15 4.10 4.11 1200 72 67 62 57 39.7 36.4 33.3 32.5 20.2 26.0 31.5 32.5 2.95 2.92 2.89 2.89 38.2 35.0 32.1 31.5 19.7 25.5 30.8 31.5 3.24 3.21 3.19 3.18 36.5 33.5 30.7 30.4 19.0 24.9 30.0 30.4 3.55 3.52 3.49 3.48 34.8 31.9 29.3 29.2 18.5 24.2 29.1 29.2 3.90 3.85 3.82 3.81 33.1 30.2 27.9 27.9 17.9 23.6 27.9 27.9 4.28 4.21 4.17 4.18 1350 72 67 62 57 40.2 36.9 33.9 33.5 21.0 27.5 33.2 33.5 3.01 2.98 2.96 2.95 38.6 35.4 32.6 32.5 20.5 26.9 32.3 32.5 3.30 3.26 3.23 3.24 36.9 33.9 31.3 31.3 19.9 26.3 31.3 31.3 3.61 3.58 3.55 3.55 35.2 32.2 30.0 30.0 19.3 25.7 30.0 30.0 3.96 3.92 3.89 3.88 33.4 30.5 28.7 28.7 18.7 25.0 28.7 28.7 4.34 4.27 4.25 4.26 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Unit Size Cooling Capacity Power Indoor Section Unit Size Capacity Cooling Power CC5A/CD5A/CD5BA 036 1.00 1.00 CJ5A/CK5A/CK5BN 036 0.94 0.96 . 042 1.00 1.00 CK3BA 036 042 1.00 1.00 0.95 0.94 CCSA/CDSA/CD5BW 042 1.00 1.00 CD3(A,B)A 036 1.00 1.00 -COILS + 333(13 J)AV048080 VARIABLE=SPEED FURNACE 'i 042 1.00 1.00 CC5A/CD5A/CD5BA 036 042 1.00 1.00 0.95 0.94 CD5A/CD5BW 036 1.00 1.00 CE3AA 036 1.00 1.00 CC5A/CD5A/CD5BW 042 1.00 0.94 042 1.01 1.00 CD3(A,B)A 036 042 1.00 1.00 0.95 0.94 CF5AA 036 1.00 1.00 CG5AA 036 1.00 1.00 CD5A/CD5BW 036 1.00 0.95 CJ5A/CK5A/CK5BA 036 1.00 1.00 CE3AA 036 042 1.00 1.00 0.95 0.95 042 1.00 1.00 CJ5A/CK5A/CK5BN 036 0.94 1.00 CJ5A/CK5A/CK5BA 042 1.00 0.93 042 0.94 1.00 CJ5A/CK5A/CK58W 036 1.00 0.94 CJ5A/CK5A/CK5BW 036 1.00 1.00 CK3BA 036 1 042 1.00 1.00 0.94 0.93 CK313A 036 1.00 1.00 042 1.00 1.00` w,COILS + 333(B;J AV060100 VARIABLE`$PEED F,URNACEs _ CM5A/CM5B 036 0.99 0.99 CC5A/CD5A/CD5BA 036 042 1.00 1.00 0.95 0.94 042 1.00 1.00 F(A,6)4AN(F,B,C) 042 1.01 1.01 CC5A/CD5A/CD5BW 042 1.00 0.94 F(A,B)4AN(F,C) 036 1.00 1.02 CD3(A,B)A 036 042 1.00 1.00 0.95 0.94 FC4BN(F,B) 042 1.01 1.01 FC4BNB 054 1.03 1.00 CD5A/CD5BW 036 1.00 0.95 FC4BNF 033 1.01 1.01 CE3AA 036 042 1.00 1.00 0.95 0.95 036 1.00 1.02 038 1.02 1.02 CJ5A/CK5A/CK5BA 042 1.00 0.92 FG3AAA 036 0.99 1.00 CJ5A/CK5A/CK5BW 036 1.00 0.92 FK4CNB 006 1.03 0.92 CK313A 036 042 1.00 1.00 0.92 1 0.92 FK4CNF 001 0.98 0.95 002 0.99 0.96t -�:{COILS,+,-339(B,J)AV066120 VARIABLE=SPEED?FURNACE;, 003 1.00 0.92 CC5A/CD5A/CD5BA 036 042 1.00 1.00 0.95 0.94 005 1.02 0.92 COILS + 333(B7JJAV03606O VARIABLE=SPEED FURNACE , ` CC5A/CD5A/CD5BW 042 1.00 0.94 CC5A/CD5A/CD5BA 036 1.00 0.95 CD3(A,B)A 036 042 1.00 1.00 0.95 0.94 042 1.00 0.94 CC5A/CD5A/CD5BW 042 1.00 0.94 CD5A/CD5BW 036 1.00 0.95 CD3(A,B)A 036 1.00 0.95 CE3AA 036 042 1.00 1.00 0.95 0.95 042 1.00 0.94 CD5A/CD5BW 036 1.00 0.95 CJ5A/CK5A/CK5BA 042 1.00 0.92 CE3AA 036 1.00 0.95 CJ5A/CK5A/CK5BW 036 1.00 0.92 042 1.00 0.95 CK3BA 042 - 1.00 - 0.92 - CJSA/CK5A/CK5BA 036 1.00 0.95 See notes on page 23. -18- DETAILED COOLING CAPACITIES' Continued EVAPORATOR CONDENSER'ENTERING AIR TEMPERATURES °F AIR 85 95 1105 115 125 ' Capacity Total Capacity Total Capacity Total Capacity Total ' Capacity Total EWB MBtuht. System Kw- MBtuht System MBtuht System MBtuht System MBtuht System Total Total CFM Sens$ I Sens$ Kw** I Total I Sens* Kw** Total Sens* Kw*,* Total I Sens$ Kw- 1 Outdoor SectionA1 •••r Section.Cofitinued 72 39.0 19.3 2.89 .37.6 18.8 3.18 35.9 18.2 3.48 34:3 17.6 3.83 32.6 17.0 .4.21 1050 67 35.7 24.5 2.86 34.4 24.0. 3.15 32.9 23.4 3.45 31.4 22.7 3.79 29.8 22.1 4.15 62 32.7 29.5 2.83 31.4 28.9 3.12 30.1 28.2 3.42 28.7 27.5 3.75 27.3 26.7 4.10 57 31.3 31.3 - 2.82 30.4 30.4 3.11 29.3 293 3.41 28.2 28.2 3.74 27.0 27.0 4.11 72 39.7 20.2 2.95 38.2 19.7 3.24 .36.5 19.0 3.55 34.8 18.5 3.90 33.1 17.9 4.28 1200 67 36.4 26.0 2.92 35.0 25.5 3.21 33.5 24.9 3.52 31.9 24.2 3.85 30.2 23:6 4.21 62 33.3 31.5 2.89 32.1 30.8 3.19 30.7 30.0 3.49 29.3 29.1 3.82 27.9 27.9 4.17 57 32.5 32.5 2.89 31.5 31.5 3.18 30.4 30.4 3.48 29.2 29.2 3.81 27.9 27.9 4.18 72 40.2 21.0 3.01 38.6 20.5 3.30 36.9 19.9 3.61 35.2 19.3 3.96 33.4 18.7L4.341350 67 36.9 27.5 2.98 35.4 26.9 3.26 33.9 26.3 3.58 32.2 25.7 3.92 30.5 25.062 33.9 33.2 2.96 32.6 32.3 3.23 31.3 31.3 3.55 30.0 30.0 3.89 28.7 28.757 33.5 33.5 2.95 32.5 32.5 3.24 31.3 31.3 3.55 30.0 30.0 3.88 28:7 28.7 Multipliers for Determining the Performance With Other Indoor Sections Indoor Unit . Cooling Indoor Unit Cooling Section Size Capacity Power Section Size Capacity Power COILS;t.355MAV042.040 VARIABLE=SPEED FURNACE' -"�, CD3(A,B)A 036 1.00 .0.94 CC5A/CD5A/CD5BA• 036 1.00 0.94 042 1.00 0.93 042 1.00 0.93 CD5A/CD5BW 036 1.00 0.94 CC5A/CD5A/CD5BW 042 1.00 0.93 CJ5A/CK5A/CK5BA 042 1.00 0.93 CD3(A,B)A 036 1.00 0.94 CJ5A/CK5A/CK5BW 036 1.00 0.93 042 1.00 0.93 CK313A 036 1.00 0.93 CD5A/CD5BW 036 1.00 0.94 042. 1.00 0.93 CJ5A/CK5A/CK5BA 042 1.00 0.93 ' b e1w&COILSx+ 355MAV060080 VARIABLE=SPEED FURNACE » ,,;:- CJ5A/CK5A/CK5BW 036. 1.00 0.94 CJ5A/CK5A/CK5BA 042 1.00 0.94. CK36A 036 1.00 0.94 CJ5A/CK5A/CK5BW 036 1.00 0.94 042 1.00 0.93 CK313A 036 1.00 0:94 C61L8„+,355MAV042060 VARIABLE=SPEED.FURNACE < , ,_ 042 1.00 0.94 CC5A/CD5A/CD5BA 036 1.00 0.94 „».COILS+@355MAV0601OOVARIABLE;SPEEDeFU RNACEZta4 042 1.00 0.93 CC5A/CD5A/CD5BA 036 1.00 0.94 CC5A/CD5A/CD5BW 042 1.00 0.93 042 1.00 0.93 CD3(A,B)A 036 1.00 0.94 CC5A/CD5A/CD5BW 042, 1.00 0.93 042 1.00 0.93 CD3(A,B)A 036 1.00 0.94 CD5A/CD5BW 036 1:00 0.94 042 1.00 0.93 CJ5A/CK5A/CK5BA 036 1.00 0.94 CD5A/CD5BW 036 1.00 0.94 CJ5A/CK5A/CK5BN 042 0.97 0.94 CJ5A/CK5A/CK5BA 042 1.00 0.92 ' CK313A -036 1.00 0.94 CJ5A/CK5A/CK5BW 036 1.00 0.92 ;.042 1.00 0.94 CK313A 036 1.00 0.92 COILS + 35.5MAV042086VARIABLE;S0EED'FURNACE�-� 042 1.00 0.92 CC5A/CD5A/CD5BA 036 1.00 0.94 "ta!,COILS.+ 355MAV060120VARIABLE-SPEEDFURNACE `.r " 042 1:00 0.93 CJ5A/CK5A/C1<56A 042 1.00 0.92 CC5A/CD5A/CD5BW 042 1.00 0.93 CJ5A/CK5A/CK5BW 1 036 1 1.00. 0.93. DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 115 125 CFM EWB Capacity MBtuht Total System Kw** C, D Capacity MBtuht Total System Kw** With Capacity MBtuht Total Syystem Kw** Capacity MBtuht Total System Kw** Section Capacity MBtuht Total System Kw** Total 563CO42-A, Sens* Total Sens* Outdoor Section Total CC5A/CD5A/CD5BA642 Sens# Total Sens# Indoor Total Sens# 1225 72 67 62 57 44.8 41.1 37.5 35.9 22.1 28.1 33.8 35.9 3.42 138 3.33 3.32 42.9 39.4 36.0 34.8 21.4 27.4 33.1 34.8 3.75 3.71 3.67 3.66 41.1 37.7 34.4 33.5 20.8 26.7 32.2 33.5 4.13 4.09 4.02 4.01 39.1 35.8 32.8 32.0 20.0 25.9 31.4 32.0 4.53 4.48 4.42 4.40 36.8 33.8 31.0 30.7 19.2 25.1 30.3 30.7 4.96 4.89 4.83 4.83 1400 72 67 62 57 45.5 41.8 38.3 37.2 23.1 29.8 36.0 37.2 3.49 3.45 3.41 3.39 43.7 40.0 36.7 36.0 22.5 29.0 35.1 36.0 3.84 3.77 3.73 3.73 41.7 38.3 35.1 34.7 21.7 28.4 34.3 34.7 4.20 4.15 4.11 4.11 39.5 36.3 33.4 33.2 21.0 27.6 33.1 33.2 4.60 4.55 4.49 4.50 37.2 34.1 31.6 31.8 20.1 26.7 31.6 31.8 5.03 4.96 4.90 4.93 1575 72 67 62 57 45.9 42.3 38.9 38.4 24.0 31.4 37.9 38.4 3.56 3.51 3.47 3.48 44.1 40.6 37.3 37.0 23.3 30.7 36.9 37.0 3.90 3.86 3.80 3.80 42.1 38.7 35.7 35.7 22.6 29.9 35.7 35.7 4.27 4.22 4.17 4.18 39.8 36.6 34.1 34.2 21.8 29.1 34.1 34.2 4.67 4.61 4.57 4.59 37.4 34.4 32.5 32.6 21.0 28.2 32.5 32.6 5.10 5.03 5.01 5.01 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Unit Size Cooling Capacity Power Indoor Section Unit Size Capacity Cooling Power CC5A/CD5A/CD5BA 042 1.00 1.00 CJ5A/CK5A/CK5BA 042 1.00 0.95 CC5A/CD5A/CD5BC 048 1.00 1.00 048 1.01 0.94 CC5A/CD5A/CD5BW 042 048 1.00 1.01 1.00 1.00 CK3BA 042 1.00 0.95 048 1.01 0.94 CD3(A,B)A 042 1.00 1.00 COILS,,+ 333(B,J)AV060100 VARIABLE -SPEED FURNACE 048 1.01 1.00 CC5A/CDSA/CD5BA 042 1.00 0.95 CD5A/CD5BA 048 1.01 1.00 CC5A/CD5A/CD5BW 042 048 1.00 1.01 0.95 0.94 CE3AA 042 1.00 1.00 048 1.01 1.00 CD3(A,B)A 042 048 1.00 1.01 0.95 0.94 CF5AA 048 1.01 1.00 CG5AA 048 1.01 1.00 CD5A/CD5BA 048 1.01 0.94 CJ5A/CK5A/CK5BA 042 048 1.00 1.01 1.00 1.00 CE3AA 042 048 1.00 1.01 0.95 0.95 CJ5A/CK5A/CK5BN 042 0.98 1.00 CJ5A/CK5A/CK5BA 042 1.00 0.93 048 0.99 1.00 CJ5A/CK5A/CK5BW 048 1.01 0.93 CJ5A/CK5A/CK5BW 048 1.01 1.00 CK313A 042 1.00 0.93 CK36A 042 1.00 1.00. COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE,, 048 1.01 1.00 CC5A/CD5A/CD5BA 042 1.00 0.95 CM5A/CM5BA 042 048 1.00 1.01 0.99 1.00 CC5A/CD5A/CD5BW 042 048 1.00 1.01 0.95 0.94 F(A,B)4AN(F,B,C) 042 048 1.00 1.01 1.01 1.02 CD3(A,B)A 042 048 1.00 1.01 0.95 0.94 FC4BN(F,B) 042 1.00 1.01 CD5A/CD5BA 048 1.01 0.94 048 1.01 1.02 CE3AA 042 048 1.00 1.01 0.95 0.95 FC46NB 054 1.05 1.00 FC4BNF 038 1.02 1.02 CJ5A/CK5A/CK5BA 042 1.00 0.93 FG3AAA 048 1.01 1.00 CJ5A/CK5A/CK5BW 048 1.01 0.93 FK4CNB 006 1.05 0.93 CK313A 042 1.00 0.93 FK4CNF 003 1.02 0.94 COILS +355MAV042080 VARIABLE -SPEED FURNACE 005 1.04 0.94 CC5A/CD5A/CD5BA 042 1.00 0.94 COILS +.333(121,J)AV048080 VARIABLE -SPEED FURNACE- CC5A/CD5A/CD5BW 042 048 1.00 1.00 0.94 0.94 CC5A/CD5A/CD5BA 042 1.00 0.95 CC5A/CD5A/CD5BW 042 048 1.00 1.01 0.95 0.94 CD3(A,B)A 042 048 1.00 1.00 0.94 0.94 CD3(A,B)A 042 1.00 0.95 CD5A/CD5BA 048 1.00 0.94 048 1.01 0.94 CJ5A/CK5A/CK5BA 042 048 1.00 1.01 1.00 0.99 CD5A/CD5BA 048 1.01 0.94 CE3AA 042 048 1.00 1.01 0.95 0.95 CK3BA 042 048 1.00 1.01 1.00 0.99 See notes on page 23. -20- DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F_ AIR " 85 95 105 115 125 Capacity Total Capacity Total Capacity Total. Capacity Total Capacity Total MBtuht System MBtuht. • System MBtuht System MBtuht System MBtuht System CFM EWB Total Sens$ Kw** Total Sens$ Kw** Total Sens$ Kw** Total Sens* Kw** Total Sens$ Kw** 563CO42-A, C, D Outdoor Section With CC5A/CD5A/CD5BA042 Indoor Section Continued 72 44.8 22.1 3.42 42.9 21.4 3.75 41.1 20.8 4.13 39.1 20.0 4.53 36.8 19:2 4.96 1225 67 41.1 28.1 3.38 39.4 27.4 3.71 37.7 26.7 4.09 35.8 25.9 4.48 33.8 25.1 4.89 62 37.5 33.8 3.33 36.0 33.1 3.67 34.4 32.2 4.02 32.8 31.4 4.42 31.0 30.3 4.83 57 35.9 35.9 3.32 34.8 34.8 3.66 33.5 33.5 4.01 32.0 32.0 4.40 30.7 30.7 4.83 72 45.5 23.1 3.49 43.7 22.5 3.84 41.7 21.7 4.20 39.5 21.0 4.60 37.2 20.1 5.03 1400 67 41.8 29.8 3.45 40.0 29.0 3.77 38.3 28.4 4.15 36.3 27.6 4.55 34.1 26.7 4.96 62 38.3 36.0 3.41 36.7 35.1 3.73 35.1 34.3 4.11 33.4 33.1 4.49 31.6 31.6 4.90 57 37.2 37.2 3.39 36.0 36.0 3.73 34.7 34.7 4.11 33.2 33.2 4.50 31.8 31.8 4.93 72 45.9 24.0 3.56 44.1 23.3 3.90 42.1 22.6 4.27 39.8 21.8 4.67 37.4 21.0 5.10 1575 67 42.3 31.4 3.51 40.6 30.7 3.86 38.7 29.9 4.22 36.6 29.1 4.61 34.4 28.2 5.03 62 38.9 37.9 3.47 37.3 36.9 3.80 35.7 35.7 4.17 34.1 34.1 4.57 32.5 32.5 5.01 57 38.4 38.4 3.48 37.0 37.0 3.80 357 35.7 4.18 34.2 34.2 4.59 32.6 32.6 5.01 Multipliers for Determining the Performance With Other Indoor Sections Indoor Unit Cooling Indoor Unit Cooling Section Size Capacity Power Section Size Capacity Power COILS`+855_MAV060080VARIABLE-SPEED'FURNACE, CD5A/CD5BA '048 1.00 0.94 CJ5A/CK5A/CK5BA 048 1.01 0.99 0.99 CJ5A/CK5A/CK5BA 042 1.00 0.98 CK36A 048 1.01 048 1.01 0.97 C_OILS +355MAV060100 VARIABLE-SPEED.FURNACE CK36A 042 1.00 0.98 048 1.01 0.97 C05A/CD5A/CD5BA 042 1.00 0.94 CC5A/CD5A/CD5BW 042 1.00 0.94 COILS + 355MAV060120-VARIABLE-SPEED FURNACE' 048 1.00 0.94 CJ5A/CK5A/CK5BA 042 1.00 0.98 CD3(A,B)A 042 1.00 0.94 CJ5A/CK5A/CK5BW 048 1.01 0.93 048 1.00 0.94 CK3BA 042 1.00 0.98 'See notes on page 23. -21- DETAILED COOLING CAPACITIES" Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 115 125 CFM I EWB Capacity MBtuht Total System Kw" Capacity MBtuht Total Syystem Kw** Capacity MBtuht Total Syystem Kw'* Capacity MBtuht Total System Kw" Section Capacity MBtuht Total System Kw" Total. 563CO48-A,Outdoor I Sens$ Total I Sens$ Section14: Total I Sens$ Total Sens$ Indoor Total Sens$ 1400 72 67 62 57 52.6 48.1 44.0 41.4 25.5 32.0 38.5 41.4 4.05 4.00 3.97 3.94 50.3 46.0 42.1 40.1 24.7 31.2 37.5 40.1 4.51 4.44 4.41 4.39 48.0 43.8 40.1 38.5 23.8 30.3 36.6 38.5 5.00 4.92 4.87 4.85 45.6 41.5 38.0 36.9 22.9 29.3 35.5 36.9 5.52 5.43 5.37 5.35 43.0 39.2 35.8 35.1 22.0 28.3 34.3 35.1 6.08 5.98 5.90 5.88 1600 72 67 62 57 53.5 49.1 44.9 43.1 26.6, 33.9 40.9 43.1 4.12 4.09 4.04 4.04 51.1 47.0 42.9 41.6 25.7 33.0 39.9 41.6 4.58 4.54 4.48 4.47 48.7 44.7 40.8 39.9 24.8 32.1 38.8 39.9 5.07 5.02 4.95 4.94 46.1 42.4 38.6 38.1 23.9 31.2 37.6 38.1 5.60 5.54 5.45 5.45 43.4 39.9 36.3 36.2 23.0 30.2 36.1 36.2 6.16 6.08 5.98 5.98 1800 72 67 62 57 54.1 49.8 45.6 44.4 27.5 35.6 43.2 44.4 4.19 4.16 4.13 4.11 51.7 47.5 43.6 42.8 26.6 34.7 42.1 42.8 4.66 4.61 4.58 4.55 49.2 45.4 41.5 41.0 25.8 33.9 40.8 41.0 5.15 5.11 5.05 5.03 46.5 43.0 39.4 39.1 24.8 32.9 39.3 39.1 5.68 5.63 5.55 5.54 43.7 40.2 37.1 37.2 23.9 31.8 37.1 37.2 6.24 6.16 6.08 6.08 Multipliers for Determining the Performance With Other Indoor Sections Indoor Section Unit Size Cooling Capacity Power Indoor Section Unit Size Capacity Cooling Power CC5A/CD5A/CD5BA 060 1.01 1.00 CJ5A/CK5A/CK5BA 060 1.01 0.94 CC5A/CD5A/CD5BC 048 0.98 0.99 CJ5A/CK5A/CK5BW 048 1.00 0.94 CC5A/CD5A/CD58W 048 1.00 1.00 CJ5A/CK5A/CK5BX 060 1.02 0.93 060 048 1 1.01 1.00 1.00 1.00 CK3BA 048 060 1.00 1.01 0.94 1 0.94 CD3(A,B)A 060 1.01 1.00 a COILS + 333(BJ)AV660120 VARIABLt" S- EED.FURNACEj , CD5A/CD5BA 048 1.00 1.00 CC5A/CD5A/CD5BW 060 1.00 0.96 CE3AA 048 1.00 1.00 CE3AA 060 1.00 0.93 060 1.01 1.00 CJ5A/CK5A/CK5BA 060 1.01 0.94 CF5AA 048 1.00 0.99 CJ5A/CK5A/CK5BW 048 1.00 0.95 CG5AA 048 1.00 0.99 CJ5A/CK5A/CK5BX 060 1.02 0.94 CJ5A/CK5A/CK5BA 048 060 1.00 1.01 1.00 1.00 CK3BA 048 060 1.00 1.01 0.95 0.94 CJ5A/CK5A/CK5BN 048 0.98 1.00"355MAV042080 VARIABLE-$?EED,FURNACEo� 060 1.01 1.00 CJ5A/CK5A/CK5BA 048 1.00 0.97 CJ5A/CK5A/CK5BW 048 060 1.00 1.01 1.00 1.00 CK36A 048 060 1.00 1.01 0.97 0.98 CJ5A/CK5A/CK5BX CK38A 048 1.00 1.00 s COIL`S +.355MAV060080 VARIABLE-SFEEDiFURNACE,`: 060 1.01 1.00 CC5A/CD5A/CD5BW 060 1.00 0.96 CM5A/CM5B 048 048 0.99 1.00 0.98 1.02 CJ5A/CK5A/CK5BA 048 060 1.00 1.01 0.98 0.98 F(A,B)4AN(F,B) 060 1.01 1.03 CJ5A/CK5A/CK5BN 060 1.01 0.98 FC4BN(F,B) 048 1.00 1.02 CJ5A/CK5A/CK5BX 060 1.02 0.98 060 054 1.01 1.02 1.03 1.01 CK36A 048 060 1.00 1.01 0.98 0.98 FC4BNB FG3AAA 048 1.00 1.00 . � <, 8,�`COILSn+ 355MAV080100 VARIABLE-SPEED,�FURNACE°°,==,,,mss 060 1.02 1.00 CC5A/CD5A/CD5BW 060 1.00 0.96 FK4CNF 005 006 1.00 1.02 0.96 0.95 CJ5A/CK5A/CK5BA 048 060 1.00 1.01 0.96 0.96 FK4CNB .'COILSa+ 333(B;J)AV048080 VARIABLE; SPEEO, FURNACEm? CJSA/CK5A/CK5BN 060 1.01 0.96 CC5A/CD5A/CD5BW 060 1.00 0.96 CJ5A/CK5A/CK5BX 060 1.02 0.96 CE3AA CJ5A/CK5A/CK5BA 060 048 1.00 1.00 0.93 0.97 CK3BA 048 1 060 1.00 1.01 0.96 0.96 CK3BA 048 1.00 0.97 „ , " yam.,. COIL•S,+ 355MAV060126,YARIABLE-``SPEED,°FURNACE° 060 1.01 0.97 CC5A/CD5A/CD5BW 060 1.00 0.96 'f-COILS;+M333(B;J)'AV060100,VARIABLE;SPEED°FURNACEK ,' -. CJ5A/CK5A/CK5BA 060 1.01 0.96 CC5A/CD5A/CD5BW 060 1.00 0.96 CJ5A/CK5A/CK5BX 060 1.02 0.96 CE3AA 060 1.00 0.93 CK313A 060 1.01 0.96 See notes on page 23. -22- DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 115, 125 -Capacity :'.:Total Capacity.:. Total Capacity Total` Capacity. . Total,: . .,Capacity Total MBtuht • System MBtuht System MBtuht Syystem MBtuht. System MBtuht System ` Total Sens* Total Sens$ Total Sens$ Total Sens$ CFM EWB' Kw** Kw** Total Sens$ Kw** Kw** ; Kw** 1 . 1 Outdoor Secti• 1 . 1 Indoor Section 72 64.4 31.5 5.03 61.7 30.5 5.55 58.9 29.4 6.12 55,9 _ 28.3 6.73 52.8 27.2 7.37 1750 67 59.3 39.8 4.94 56.8 38.7. 5.46 54.2 37.6 6.02 51.5 36.5 6:61 .48.7 35.3 7.24 62 54.4 47.8 4.87. 52.1 46.7 5.38 49.7 45.5 5.91 47.2 44.3 6.49 44.6 42.9 7.12 57 51.6 51.6 4:84 49.8 49.8 5.34 48.0 48.0 5.88 46.0 46.0 6.46. 43.9 43.9 7.10 1 72 65.8 32.9 5.15 63.0 '31'.8 5.67 60.0 30.7 6.25. 56.9 29.6 6.85 53.7 28.5 7.50 2000 67 60.6 42.1 5.06 58.0 41.0' 5.58 55.3 39.9 6.14 52.4 38.8 6.73 49.5 37.6 7.37 62 55:3 - 50.8 4.97 52.9 49.6 5.47 50.5 48.3 6.02 47.9 46.8 6.60 45.3 45.1 7.23 57 53.4 53.4 4.94 51.5 51.5 5.45 49.5 49.5 6.00. 47.4 47.4 6.59 45.2 45.2 7.23 72 66.8. 34.2. 5.26 63.9 33.1 5.78 60.9 32.0 .6.36 57.3 30.8 6.95 ' 54.0. 29.6 7.60 2250 67 6t.3 " 44.2 5.16 58.9 43.2 5.69 56.1 42.1 6..26 53.2 -41.0 6.85 ' 49.8 39.6 7.47 62 56.4 53.7 5.09 53.9 52.3 ' 5.59 51.4 50.8 6.14 48.9 '48.9 6.73 46.2 46.2 7.35 57 55.0 55.0 5.05' 53.2 53.2 5.58 50.9 50.9 6.12" 48.6 48.6 6.71 46.3 46.3 7.35 Multipliers for Determining the Performance With Other Indoor Sections Indoor Unit Cooling- Indoor Unit Cooling Section Size Capacity Power Section Size Capacity Power CC5A/CD5A/CD5BA :060 0.97 •'. .: '. 0,98 FC461\113 : 054' 1.00 ; 099:=" CC5A/CD5A/CD5BW 060 1:00 ' `1.00 .070 .. :. 001 1.02.'1. , CD3(A,B)A 060 0.97 0.98 FG3AAA 060 0.99 _ 1.00 CE3AA 060 1:00 1.00 FK4CNB 006 1.02 0.98 CJ5A/CK5A/CK5BA 060 0.97 0.98 '��4 =°COILS + 333(B;J)AV080100;VARIABLEcSPEED:F,URNACE„ �3 Y CJ5A/CK5A/CK5BN 060 0.97., 0.99 CJ5A/CK5A/CK56A 060 0.97. , , 0.96 CJ5A/CK5A/CK5BX 060 1.00 1.00 CJ5A/CK5A/CK5BX 060 1.00 0.96 CK3BA 060 0.97' 1.00 CK3BA 060 0.97 0.96•- F(A,B)4AN(F,B) 060 1.00 1.04 + ':06ILS+R333(B,J)AV060120VARIAB LE -SPEED FURNACE`34, -' FB4ANB 070 001 1.02 CJ5A/CK5A/CK56A 060 0.97 0.97 FC4BN(F,B)' 060 1.00 1.04 CJ5A/CK5A/CK5BX 060 1,00 0.97_ - - - CK3BA 060 0.97 0.97 • * Detailed cooling capacities are based on indoor and outdoor unit at same elevation per ARI standard 210/240-94. If additional tubing length and/or indoor unit is located above outdoor unit, a slight variation in capacity may occur. t Total and sensible capacities are net capacities: Blower motor heat has been subtracted. $ Sensible capacities shown are based on 80°F (27°C) entering air at the indoor coil. For sensible capacities at other than 80°F (27°C), deduct 835 Btuh (245 . kw) per 1000 CFM (480 US) of indoor coil air for each degree below 80°F (27°C), or. add 835 Btuh (245 kw) per 1000 CFM (480. US) of indoor coil air per degree above 80°F (27°C). **:,Unit kw istotal of indoor and outdoor unit kilowatts. . NOTE: When the required data falls betwe'en,the` published, data, interpolation may be performed. CONDENSER ONLY RATINGS" SST CONDENSER ENTERING AIR TEMPERATURES °F 55 65 75 85 95 105 115 °F 563CO24-b TCG 21.9 21.0 19.9 18.8 17.6 16.5 15.5 30 SDT 75.8 85.8 95.7 106.0 116.0 126.0 136.0 KW 1.11 1.26 1.43 1.61 1.80 2.02 2.26 TCG 24.0 23.1 22.0 20.9 19.6 18.4 17.3 35 SDT 76.6 86.6 96.6 107.0 116.0 126.0 136.0 KW 1.10 1.26 1.43 1.61 1.81 2.03 2.27 TCG 26.2 25.3 24.3 23.1 21.8 20.4 19.2 40 SDT 77.9 87.8 97.7 108.0 118.0 127.0 137.0 KW 1.10 1.25 1.43 1.62 1.82 2.05 2.29 TCG 28.5 27.6 26.6 25.3 24.0 22.6 21.2 45 SDT 79.3 89.2 99.1 109.0 119.0 129.0 139.0 KW 1.09 1.25 1.43 1.63 1.84 2.07 2.32 TCG 30.9 30.0 28.9 27.7 26.3 24.9 23.4 50 SDT 80.7 90.7 101.0 111.0 120.0 130.0 140.0 KW 1.09 1.25 1.43 1.63 1.85 2.09 2.34 TCG 33.4 32.5 31.4 30.2 28.8 27.2 25.6 55 SDT 82.3 92.3 102.0 112.0 122.0 132.0 142.0 KW 1.08 1.25 1.44 1.64 1.87 1 2.11 2.37 563CO30-B TCG 27.5 26.3 25.0 23.7 22.3 20.9 19.4 30 SDT 75.0 85.0 95.0 105.0 115.0 125.0 135.0 KW 1.38 1.61 1.87 2.16 2.47 2.81 3.16 TCG 30.3 29.0 27.7 26.3 24.8 23.3 21.8 35 SDT 75.1 85.1 95.1 105.0 115.0 125.0 135.0 KW 1.33 1.56 1.82 2.11 2.43 2.77 3.13 TCG 33.2 31.9 30.5 29.0 27.5 25.9 24.2 40 SDT 75.6 85.5 95.4 105.0 115.0 125.0 135.0 KW 1.29 1.52 1.78 2.06 2.38 2.73 3.10 TCG 36.3 34.9 33.4 31.9 30.2 28.6 26.8 45 SDT 76.6 86.2 96.1 106.0 116.0 126.0 136.0 KW 1.26 1.48 1.74 2.03 2.35 2.70 3.07 TCG 39.6 38.1 36.5 34.8 33.1 31.4 29.5 50 SDT 78.0 87.4 97.1 107.0 117.0 - 127.0 136.0 KW 1.24 1.46 1.71 1.99 2.31 2.66 3.04 TCG 42.9 41.4 39.7 38.0 36.2 34.3 32.4 55 SDT 79.5 88.9 98.4 108.0 118.0 128.0 137.0 KW 1 1.21 1 1.43 1.68 1 1.97 1 2.28 1 2.64 1 3.02 563CO36-A, TCG 33.4 31.9 30.2 28.5 26.8 24.9 22.9 30 SDT 75.0 85.0 95.0 105.0 115.0 125.0 135.0 KW 1.80 2.03 2.26 2.50 2.74 2.96 3.17 TCG 36.9 35.2 33.5 31.7 29.9 27.9 25.9 35 SDT 75.1 85.1 95.1 105.0 115.0 125.0 135.0 KW 1.79 2.03 2.27 2.53 2.78 3.03 3.27 TCG 40.5 38.8 37.0 35.1 33.1 31.1 28.9 40 SDT 75.7 85.6 95.6 106.0 115.0 125.0 135.0 KW 1.78 2.03 2.29 2.55 2.82 3.09 3.35 TCG 44.3 42.4 40.5 38.6 36.5 34.3 32.1 45 SDT 76.8 86.6 96.3 106.0 116.0 126.0 136.0 KW 1.78 2.04 2.30 2.58 2.86 3.15 3.43 TCG 48.2 46.3 44.3 42.2 40.0 37.8 35.4 50 SDT 78.1 87.8 97.6 107.0 117.0 127.0 137.0 KW 1.78 2.04 2.32 2.61 2.91 3.21 3.51 TCG 52.5 50.4 48.3 46.0 43.7 41.3 38.9 55 SDT 79.7 89.3 98.9 109.0 118.0 128.0 138.0 KW 1.78 1 2.06 1 2.34 2.64 2.95 3.27 3.59 See notes on page 25. -24- `,y'y '' ::�y(• - �r, '' 'a. � iii CONDENSER ONLY RATINGS* Continued SST CONDENSER ENTERING AIR TEMPERATURES °F 55 65 75 85 95 105 115 °F 563CO42-A, TCG 38.9 37.1 35.3 33.3 31.3" 29.2 27.0 30 SDT 72.1 81.9 91.7 102.0 111.0 121.0 130.0 KW 1.97 2.23 2.50 2.77 3.04 3:29 3.54' TCG 42.7 40.8 38.8 36.7 34.6 ' 32.3 30.1 35 SDT 73.6 83.3 93.1 103.0 113.0 122.0 132.0 KW 1.99 2.26 2.54 2.83 3.12 3.40 3:67' TCG 46.7 44.7 42.6 40.4 38.1 35.7 33.3 40 SDT 75.1 84.8 94.5 104.0 114.0 124.0 133.0 KW 2.01 2.29 2.58. 2.88 3.19. 3.50 3.79 TCG 50.9 48.8 46.5 44.2 41.7 39.2 36.6 45 SDT 76.7 86.3 96.0 106.0 115.0 125.0 135.0. KW X2.02 2.31 2.62 2.94 3.26 3.59 3.91 ' TCG 55.4 53.1 50.7 48.3 45.7 43.0 40.2 50 SDT 78.4 88.0 97.7 107.0 117.0 127.0 136.0 KW 2.03 2.34 2.66 2.99 3.33 13.68 4.02 TCG 60.2 57.7 55.1 52.5 49.8. 46.9 44.0 55 SDT 80.2 89.8 99.3 109.0 119.0 128.0 138.0 KW 2.04 2.36 2.70 3.04 3.40 3.76 4.13 563CO48-A, TCG 45.2 43.2 41.1 38.9 36.6 34.2 31.7 30 SDT 75.3 85.2 95.2 105.0 115.0 125.0 135.0 KW 2.47 2.78 3.12 3.49 3.88 4.30 4.74 TCG 49.6 47.5 45.3 43.0 40.6 38.1 35.5 35 SDT 76.3 86.2 95.9 106.0 116.0 126.0 135.0 KW 2.47 2.77 3.11 3.49 3.89 4.32 4.76 TCG 54.2 52.0 49.7 47.2 44.7 42.1 39.4 40 SDT 77.7 87.4 97.2 107.0 117.0 127.0 136.0 KW 2.47 2.78 3.12 3.50 3.91 4.35 4.81 TCG 59.1 56.7 54.3 51.7 49.0 46.2 43.4 45 SDT 79.4 89.0 98.8 109.0 118.0 128.0 138.0 KW 2.48 2.79 3.14 3.52 3.94 4.39 4.86 TCG 64.3 61.8 59.1 56.4 53.5 50.6 47.6 50` SDT 81.2 90.8 100.0 110.0 120.0 130.0 139.0 KW 2.49 2.81 13.16 13.54 3.97 4.43 4.91 TCG 69.8 67.0 64.2 61.3 58.3 55.2 51.9 55 SDT 83.2 92.7 102.0 112.0 122.0 131.0 141.0 KW 2.51 2.82 3.18 3.57 4.00 14.47 1 4.97 563CO60-A, 5 TCG 56.0 53.6 51.1 48.5 45.8 43.0 40.2 30' SDT 77.0 86.8 96.7 107.0 117.0 126.0 136.0 KW 2.87 3.23 3.63 4.09 4.58 5.10 5.65 TCG 61.3 58.7 56.1 53.3 50.4 •47.5 44.5 35 SDT 78.6 88.4 98.2 108.0 118.0 128.0 137.0 KW 2.89 3.26 3.67 4.13 4.63 5.16 5.72 TCG 66.9 64.2 61.3 58.4 55.3 52.2 49.0 40 SDT 80.4 90.1 99.9 110.0 120.0 129.0 139.0 KW 2.93 3.30 3.71 4.17 4.68 5.24 5.81 TCG 72.8 69.9 66.8 63.7 60.5 57.1 53.6 45 SDT 82.3 92.0 102.0 112.0 121.0 131.0 141.0 KW 2.97 3.34 3.76 4.23 4.74 5.30 5.91 TCG 79.1 75.9 72.7 69.4 65.9 62.3 58.6 50 SDT 84.4 94.1 104.0 113.0 123.0 133.0 143.0 KW 3.02 13.39 3.81 4.29 4.81 5.38 6.00 TCG 85.6 82.3 78.9 75.3 71.6 67.8 63.8 55 SDT 86.7 96.2 106.0 115.0 125.0 135.0 145.0 KW 3.07 3.45 3.88 4.35 4.88 5.46 6.09 ARI listing applies only to systems shown in Performance Data table. KW -Total Power (Kw) SDT - Saturated Temperature Leaving Compressor (°F) SST - Saturated Temperature Entering Compressor (°F) TCG - Gross Cooling Capacity (1000 Btuh) -25- SYSTEM DESIGN SUMMARY 1. Intended for outdoor installation with free air inlet and outlet. Outdoor fan external static pressure available is less than 0.01 -in. wc. 2. Minimum outdoor operating air temperature without low -ambient operation accessory is 551F (12.81C). 3. Maximum outdoor operating air temperature is 125°F (51.70C), 4. For reliable operation, unit should be' level in all horizontal planes. 5. Maximum elevation of indoor coil above or below base of outdoor unit is: indoor coil above = 50 -ft, indoor coil below = 150 -ft. (See items 6 and 7 following.) 6. For interconnecting refrigerant tube lengths between 50 and 175 ft, consult the Residential Split System Long -Line Application Guideline available from equipment distributor. 7. Crankcase heater required when interconnecting refrigerant tube length exceeds 50 ft. 8. If any refrigerant tubing is buried, provide a minimum 6 -in. vertical rise to the valve connections at the unit. Refrigerant tubing lengths up to 36 in. may be buried without further consideration. For buried refrigerant tubing lengths greater than 36 in., consult the Residential Split System Buried Line Application Guideline. 9. Use only copper wire for electric connection at unit. Aluminum and clad aluminum are not acceptable for the type of connector provided. —26— GUIDE SPECIFICATIONS Air -Cooled, Split -System Air Conditioner 563C 12 to 5 Tons Nominal GENERAL ,... Condenser fan motors will..be totally, enclosed, 1 -phase .type System Description with:class B insulation•and permanently lubricated bearings. Outdoor -mounted, air-cooled, split -system air conditioner unit Shafts will be corrosion resistant. suitable for ground or rooftop installation. Unit•.consists of a her -Fan blades will be'statically and dynamically balanced. uretic compressor, an air-cooled ;coil,. propeller type condenser_ Condenser fan openings will'be equipped with steel wire safety fan, and a control box Unit will discharge supply air upward as guards. shown on contract drawings: 66it.wiil:be7used'in a refrigeration ' circuit to match up to a packaged fan coil or -coil unit. Compressor Quality Assurance Compressor will be hermetically sealed. Unit will be rated in accordance with the latest edition -of ARI . Compressor will be mounted on rubber vibration isolators. Standard 210.' °" ' ` Condenser`Coil Unit will be certified for'capacity, efficiency, and listed in the lat= . '•Cer coil will be aircooled`. est ARI directory. Coil.will be constructed:of aluminum, fins mechanically bonded di Unit construction will comply with latestsedition of ANSI/ to copper tubes which are then cleaned, dehydrated, and PP Y ASHRAE and with NEC. \ -, sealed. Unit will be constructed in accordance wi''fi JL standards' and Refrigeration Components will carry the UL label of approval. Unit wil�h ve c -UL approval. Refrigeration circuit components will include liquid line shutoff Unit cabinet will be capable of withstandine4trederal`Test.Method valve with sweat-. connections, suction line shutoff valves with Standard No. 141 (Method 6061) 500 -hr salt spray test. sweat connections, system charge of refrigerant R22, and com- Air-cooled condenser coils will be leak tested at 150 psig and Pressor oil. pressure tested at 300 psig. Operating Characteristics Unit constructed in ISO 9001 approved facility. The capacity of the unit will meet or exceed Btuh at a Delivery, Storage, and Handling suction temperature of °F. The power consumption at full Unit will be shipped as single package only and is stored and load will not exceed kw. handled per unit manufacturer's recommendations. Combination of the unit and the evaporator or fan coil unit will Warranty (for Inclusion by specifying engineer) have a total net cooling capacity of Btuh or greater at conditions of CFM entering ai emperature at the evapo- - U.S. and Canada only. rator at OF wet bulb and OF dry bulb, and air enter - PRODUCTS ing the unit at °F. Equipment The system will have an SEER of Btuh/watt or greater at Factory -assembled, single -piece, air-cooled air conditioner unit. DOE conditions. Contained within the unit enclosure will be all factory wiring, pip- Electrical Requirements ing, controls, compressor, refrigerant charge (R22), and special Nominal unit electrical characteristics will be v, single features required prior to field start-up. phase, 60 hertz. The unit will be capable of satisfactory opera - Unit Cabinet tion within voltage limits of v to V. Unit cabinet will be constructed of galvanized steel, bonderized, Unit electrical power will be single point connection. and coated with a powder coat paint. Control circuit will be 24v. Fans Special Features Condenser fan will be direct -drive propeller type, discharging air Refer to section of this literature identifying accessories and upward. descriptions for specific features and available enhancements. —27— SERVICE TRAINING Packaged Service Training programs are an excellent way to increase your knowledge of the equipment discussed in this manual, including: • Unit Familiarization • Maintenance • Installation Overview • Operating Sequence A large selection of product, theory, and skills programs is available, using popular video -based formats and materials. All include video and/or slides, plus companion book. Classroom Service Training plus "hands-on" the products in our labs can mean increased confidence that really pays dividends in faster troubleshooting, fewer callbacks. Course descriptions and schedules are in our catalog. --t CALL FOR FREE CATALOG 1 `, 2-9212 [ ] Packaged Service Training [ ] Classroor Service Training 0 1997 Bryant Heating & Cooling Systems, 7310 W. Morris St., Indianapolis, IN 46231 -28- A94328 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS Cancels: PDS 563C.24.3B PRINTED IN U.S.A. Catalog No. 5256-300 12-97 � 0 El IT t Heating & Cooling Systema 0 0 0 0 DELUXE 4 -WAY MULTIPOISE CONDENSING GAS FURNACE Utilizing the extensive resources available to Bryant, a new stan- dard of excellence has been achieved with the model 350MAV Plus 90Tm 4 -Way Multipoise Furnace. The model 350MAV was designed around requirements estab- lished by customer -focus groups. The result is a unique 4 -way multipoise condensing furnace with features like no other prod- uct in its -class. The 350MAV builds on the many Bryant suc- cesses in the furnace industry and establishes a new standard for all high -efficiency gas furnaces. FEATURES 4 -Way Murdpoise Design—Allows a 350MAV model to be in- stalled in an upflow, downflow, or horizontal orientation. Factory configured for upflow applications. Simple changes in the drain connections are all it takes to change to any of the 3 other pos- sible positions. The model 350MAV is available in 11 heat/airflow combinations, and when combined with the 4 -way design, allows for 44 differ- ent applications. Sealed Combustion (Direct Vent) System—Enclosed burner as- sembly isolates operating noise without the expense of sound deadening devices. The sealed combustion (direct vent) system brings outdoor air directly into the combustion chamber, reduc- ing infiltration of cold air into the structure and reducing heat loss. 3 -Pass Primary Heat Exchangers --This design accelerates heat transfer and extracts heat that conventional heat exchangers waste up the flue. The weld -free primary.heat exchangers are made of aluminized steel for corrosion resistance. Flow -Through Secondary Heat Exchangers—Each cell is` lami- nated with our patented EverlasticTm polypropylene for greater resistance to corrosion. This breakthrough in heating technology helps extend the life of the furnace for years of trouble-free Plus 90 performance. The heat exchanger is positioned in the furnace to extract additional heat from the combustion products regard- less of furnace orientation. Warranty—Limited Lifetime Warranty on the heat exchangers for the lifetime of the original owner in single family residence; 20 years in other residential and commercial applications. Contact your dealer for details: Three-year Warranty on microprocessor control, hot surface ignitor, and inducer motor. Monoport Inshot Bumers=Produce precise air -to -gas. mixture which gives a clean burn. The large monoport on the inshot or injection -type burners seldom, if ever, -needs cleaning. Microprocessor Control Center—The printed -circuit board and all internal wiring are factory installed. Convenient terminals permit quick -connection of a thermostat, a humidifier, an air cleaner, and air conditioning control circuits. The control has adjustable blower off delay switches. As an added feature, the control has a built-in status indicator and self - test feature. The status indicator flashes to indicate a problem condition and assists the servicer in diagnosis. The self -test fea- ture allows for a complete check of the major components in only seconds. Combustion Air and Ventilation—The 350MAV advanced design allows Schedule 40PVC, PVC-DWV, •SDR -21 PVC, SDR -26 PVC (not approved in Canada), - ABS-DWV, or ABS -F628 Schedule 40 pipe to bring outdoor air into the furnace for com- bustion. The extracted heat lowers the temperature of the com- bustion products to a point (typically below 115°F) that any of the approved types of pipe can also be used for venting combustion products outside the structure. The combustion -air and vent pipes can terminate through a side wall or through the roof when using 1 of our approved vent termination kits. o Fully4nsulated Casing—Foil-faced insulation in the heat ex- changer section cuts heat loss, and insulation in the blower sec- tion reduces noise levels. The casing also has the required openings for left- or right -side connection of gas, electric, drain, and vent connections. Certifications—The 350MAV units are A.G.A. and C.G.A. design certified for use with natural and propane gases, as well as GAMA efficiency rating certified. The furnace is factory -shipped for use. with natural gas. An A.G.A./C.G.A. certified gas conver- sion kit is required to convert furnace for use with propane gas. The model 350MAV meets the California Air Quality Manage- ment District emission requirements. The 350MAV can be in- stalled in a manufactured (mobile) home when the optional kit is used. Form No. PDS 350M.40.5B 0 26 1/16" 26 v4"- 24'h" - 22 5/16" 2 -IN. COMBUSTION - AIR CONN —\ 2 -IN. VENT CONN Y2 -IN. DIA THERMOSTAT ENTRY 22 "/16"— v ------------------Q I I I I 14'h" I SIDE INLET TYP I I I 1yI I I ------------------ i% 1" �—S!'3'/4"TYPDE INLET 26 15A6"TYP 3EDKoom t,.�►rJG1 MAIN LIVING• I92EC+ UNIT SIZE A D E SHIP. WEIGHT (Lb) 024040 17-1/2 15-7/8 16 149 036040 17-1/2 15-7/8 16 152 024060 17-1/2 15-7/8 16 156 036060 17-1/2 15-7/8 16 163 048060 17-1/2 15-7/8 16 166 036080 17-1/2 15-7/8 16 172 048080 17-1/2 is CONDENSATE DRAIN TRAP LOCATION (DOWNFLOW & HORIZONTAL LEFT) %-IN. DIA POWER CONN POWER ENTRY 27 °,g" TYP —CONDENSATE DRAIN TRAP 27 6/u LOCATION TYP (ALTERNATE 24 'h" UPFLOW) 17 i1e" 9 7I/ie•• TYP CONDENSATE DRAIN LOCATION (UPFLOW) 4 IIII—I^A'IRFLOW 13/16"� I� D � 13/18" OUTLET II --- 132 %" TYP %-IN. DIA � 13/16" ACCESSORY 29 11/1 28h" 26 15/16" 26'A" 22 a/16" B/te" 19•• TYP OUTLET 2 -IN. COMBUSTION - O o O AIR CONN 0 r + + GAS DIA 1 GAS CONN 7% -IN. DIA POWER CONN TYP �'h-IN. DIA THERMOSTAT ENTRY 30 1h 2 -IN. VENT CONN 22'Yie•,------ I I I I SIDE INLET I � I I O O o i j I 1 D------------------ d II INLET II CONDENSATE 1 II "hs'• Ij�-- E —►jl Ij� 11p6,• DRAIN LOCATION III"~~~— 221/4 —�-I (UPFLOW) 24 3/16" DIMPLE LOCATORS BOTTOM INLET FOR HORIZONTAL HANGING CONDENSATE DRAIN TRAP LOCATION (DOWNFLOW & HORIZONTAL RIGH OR ALTERNATE 'h -IN. DIA GAS CONN om only. 18 '/. NOTES: Minimum return -air opening at furnace: 1. For 800 CFM--16-In. round or 14 1/2 x 12 -In. rectangle. 2. For 1200 CFM--20-In. round or 14 1/2 x 19 1/2 -In. rectangle. 3. For 1600 CFM--22-In. round or 14 1/2 x 23 1/4 -In. rectangle. 4. For airflow requirements above 1800 CFM, use both side inlets, a combination of 1 side inlet and the bottom, or the bott A93023 DIMENSIONS (In.) 15-7/8 16 175 060080 21 19-3/8 19-1/2 197 048100 21 19-3/8 19-1/2 193 060100 21 19-3/8 19-1/2 196 060120 24-1/2 22-7/8 23 228 A93023 DIMENSIONS (In.) 16 CONDENSATETRAP BLOWER SHELF . FURNACE DOOR CONDENSATE CONDENSATE TRAP FURNACE _ TRAP (INSIDE) FURNACEDOOR FURNACE SIDE .7 SIDE Cr 47/8 4 I i i 5�4 i 5''4 Irr--���-- 26 t/4 �'4 FIELD 26 t/4 1�/2 FIELD DRAIN DRAIN ALTERNATE DRAIN CONN CONN TUBE LOCATION CONDENSATE TRAP.• SIDE VIEW FRONT VIEW ENC VIEW ; FRONT VIEW DRAIN TUBE LOCATION DOWNFLOWAND ALTERNATE HORIZONTAL- UPFLOW ORIZONTALUPFLOW APPLICATIONS EXTERNAL UPFLOW APPLICATIONS " APPLICATIONS ' ' SLOT FOR SCREW HORIZONTAL APPLICATION (OPTIONAL) 1/4 OD COLLECTOR BOX TO ' - - TRAP RELIEF'PORT 1 1/2 ' ! . INDUCER HOUSING �4 DRAIN CONNECTION 5A OD COLLECTOR BOX ��/8 DRAIN CONNECTION 1 SCREW HOLE FOR 1s/a ! UPFLOW OR DOWN- 7/6FLOW APPLICATIONS (OPTIONAL) WIRE TIE �_— III GUIDES, '�j 21/4 ' 1h=1N. PVC OR CPVC (WHEN USED)' FRONT VIEW SIDE VIEW A93026 pESIG/y - P�QRICgy EFFICIENCY RATING �s CERTIFIED rs Cpama, 0C P,'x APPROVED 0 F�E10 R U��ec Cor ,APPROVALS O Iso 9001 EPA - e EN 29001 � BS 5150 PART 1 ANSVASQC 091 svnc4cE�arR s�.+exx.snloREY 9001 # P20 CERTIFICATE NO. FM 29652 - - CERTIFICATION OF MANUFACTURING SITE -3- MEETS DOE RESIDENTIAL CONSERVATION SERVICES PROGRAM STANDARDS. Before purchasing this appliance, read important energy cost and efficiency information available from your retailer. As an ENERGY. STARsm, Partner, BDP Company has determined thafthis product meets the ENERGY STAR guidelines for energy efficiency. 13rpQoOA+ SPECIFICATIONS w I rJ h UNIT SIZE RATINGS • PERFORMANCE 024040 036040 024060 036060 048060 Input Btuh* 40,000 40,000 60,000 60,000 60,000 Output Capacityt Nonweatherized ICS 37,200 37,200 55,800 55,800 55,800 AFUE%t Nonweatherized ICS 92.0 92.0 92.0 92.0 92.0 Certified Temperature Rise Range OF 30-60 15-45 45-75 30-60 20-50 Certified External Static Pressure Heating Cooling 0.10 0.50 0.10 0.50 0.12 0.50 0.12 0.50 0.12 0.50 Airflow CFM$ Heating Cooling 850 895 1125 1215 885 900 1065 1200 1320 1545 Unit Volts -Hertz -Phase 115-60-1 Operating Voltage Range Min --Max** 104-127 Maximum Unit Amps 6.1 7.3 6.1 7.1 9.5 Unit Ampacitytt 8.4 10.0 8.4 9.8 12.8 Minimum Wire Size 14 14 14 14 14 Maximum Wire Length (Ft)$$ 44 37 44 38 29 Maximum Fuse Size or Ckt Bkr Amps (Time -Delay Fuse Recommended) 15 15 15 15 15 Transformer (24v) 40va External Control Heating Power Available Cooling 12va 21 va Air Conditioning Blower Relay CONTROLS Standard Limit Control SPST Heating Blower Control (Off Delay) Selectable 90, 135, 180, or 225 Sec Burners (Monoport) 2 2 3 3 3 Gas Connection Size GAS CONTROLS 1/2 -in. NPT Gas Valve (Redundant) Manufacturer Min Inlet Pressure (In. wc) Max Inlet Pressure (In. wc) White -Rodgers 4.5 (Natural Gas) 13.6 (Natural Gas) Ignition Device BLOWER Hot Surface Direct -Drive Motor HP (Permanent Split Capacitor) 1/5 1/3 1/5 1/3 1/2 Motor Full Load Amps 4.9 5.8 4.9 5.8 7.9 RPM (Nominal) -Speeds 1075-3 1075-4 1075-3 1075-4 Blower Wheel Diameter x Width (In.) 10 x 6 10 x 7 10 x 6 10 x 7 11 x 8 Filter Size (In.) -Permanent Washable FACTORY -AUTHORIZED AND LISTED, DEALER -INSTALLED OPTIONS (1) 16 x 25 x 1 Gas Conversion Kit -Natural -to -Propane KGANP2001ALL Gas Conversion Kit -Propane -to -Natural KGAPN1601ALL Twinning Kit-Upfiow ONLY N/A KGATWO401 HSI Manufactured (Mobile) Home Kit KGAMHO101 KIT Downflow Base"' KGASB0201ALL Vent Termination Kit (Bracket Only for 2 Pipes) 2-in.-KGAVT0101 BRA 3-in.-KGAVT0201 BRA Concentric Vent Termination Kit (Single Exit) 2-in.-KGAVT0501 CVT 3-in.-KGAVT0601 CVT Sidewall Vent Terminal Cover (For 2 Pipes) 2-in.-KGAVT0301 COV 3-in.-KGAVT0401 COV Condensate Freeze Protection Kit KGAHT0101CFP Side Filter Rack (Without Filter)--Upflow ONLY KGAFR0206ALL Return Filter Plenum (With Washable Filters)-Upflow ONLY KGARP0201ALL Electronic Air Cleaner Model 901 KAX Mechanical Air Cleaner Model MECH Humidifier Models 912D, 912E, 913B, 913C, and 914A Heat/Energy Recovery Ventilator Models VA3B, VB5B, VC513, VL3A Zoning 2-Zone-ZONEKIT2ZBDP 4-Zone-ZONEKIT4ZBDP See notes on page 5. -4 SPECIFICATIONS Continued AuEq UNIT SIZE RATINGS • PERFORMANCE 036080 048080 060080 048100 060100 060120 Input Btuh' 80,000 80,000 80,000 100,000 100,000 120,000 Output Capacityt Nonweatherized ICS 74,400 74,400 74,400 93,000 93,000 111,600 AFUE%,t Nonweatherized ICS 92.0 92.0 92.0 92.0 92.0 2 92.0 Certified Temperature Rise Range IF 40-70 30--60 20-50 45-75 30-60 _ 40-70 Certified External Static Pressure Heating Cooling 0.15 0.50 0.15 0.50 0.15 0.20 0.20 0.50 0.50 0.50 0.20 0.50 Airflow CFM$ Heating Cooling 1190 1245 1285 1525 1785 1315 1690 1 1925/2035 1 1570 1930/2130 1720 2000/2130 ELECTRICAL Unit Volts -Hertz -Phase 115-60-1 Operating Voltage Range Min -Max** 104-127 Maximum Unit Amps 7.6 10.0 14.1 10.2 14.8 14.6 Unit Ampacitytt 10.4 13.4 18.4 13.5 19.3 19.1 Minimum Wire Size, 14 14 12 14 12 12 Maximum Wire Length (Ft)$$ 36 28 31 27 30 30 Maximum Fuse Size or Ckt Bkr Amps (Time -Delay Fuse Recommended) 15 15 20 15 20 .20 Transformer (24v) 40va External Control Heating Power Available Cooling 12va 21 v Air Conditioning Blower Relay CONTROLS Standard Limit Control SPST Heating Blower Control (Off Delay) Selectable 90, 135, 180, or 225 Sec Burners (Monoport) 4 4 4 1 5 5 6 Gas Connection Size • - GAS CONTROLS 1/2 -in. NPT Gas Valve (Redundant) Manufacturer Ga Min Inlet Pressure (In. wc) Max Inlet Pressure (In. wc) White -Rodgers 4.5 (Natural Gas) 13.6 (Natural Gas) Ignition•Device - BLOWER DATA Hot Surface Direct-Drive Motor HP (Permanent Split Capacitor) Direct-Dri 1/3 1/23/4 1/2 ``. 3/4 1 3/4 Motor Full Load Amps 5.8 7.9 11.1 1 7.9 11.1 11.1 RPM (Nominal) -Speeds 1075-4 Blower Wheel Diameter x Width (In.) 10 x 7 11 x 8 11 x 10 1 11 X8 11 x 10 11 x 10 Filter Size (In.) -Permanent Washable FACTORY -AUTHORIZED AND LISTED. DEALER -INSTALLED OPTIONS (1) 20 x 25 x 1 (2) 16x25x 1 Gas Conversion Kit -Natural -to -Propane KGANP2001ALL Gas Conversion Kit -Propane -to -Natural KGAPN1601ALL Twinning Kit-Upflow ONLY WA KGATWO401 HSI Manufactured (Mobile) Home Kit KGAMH01 01KIT Downflow Base"` KGASB0201ALL Vent Termination Kit (Bracket Only for 2 Pipes) 2-in.-KGAVT0101 BRA 3-in.-KGAVT0201 BRA Concentric Vent Termination Kit (Single Exit) 2-in.-KGAVT0501CVT 3-in.-KGAVT0601CVT Sidewall Vent Terminal Cover (For 2 Pipes) 2-in.-KGAVT0301COV 3-in.-KGAVT0401COV Condensate Freeze Protection Kit KGAHT0101CFP Side Filter Rack (Without Filter)--Upflow ONLY KGAFR0206ALL Return Filter Plenum (With Washable Filters)-Upflow ONLY KGARP0201ALL Electronic Air Cleaner Model 901 KAX Mechanical Air Cleaner Model MECH Humidifier Models 912D, 912E, 9138, 913C, and 914A Heat/Energy Recovery Ventilator Models VA313, VB5B, VC513, VL3A Zoning 2-Zone-ZONEKIT2ZBDP 4-Zone-ZONEKIT4ZBDP ' Gas input ratings are certified for elevations to 2000 ft. For elevations above 2000 ft, reduce ratings 2%f or each 1000 ft above sea level. In Canada, derate the unit 5% from 2000 to 4500 ft above sea level. f Capacity and AFUE in accordance with U.S. Government DOE test procedures. $ Air delivery above 1800 CFM requires that both sides, a combination of 1 side and bottom, or bottom only of the furnace be used for return air. A filter is required for each retum-air supply. ** _ Permissible voltage limits for proper furnace operation. tt Unit ampacity = 125% of largest component's full load amps plus 100% of all other potential operating components (EAC, humidifier, etc.). $$ Length shown is measured 1 way along wire path between unit and service panel for maximum 2% voltage drop. • Required for installation on combustible floors when no coil box is used, or when any. coil box other than a BDP cased.coil is used. N/A -Not applicable ICS -Isolated. Combustion System -5- COMBUSTION -AIR AND VENT PIPING MAXIMUM ALLOWABLE PIPE LENGTH (FT) ALTITUDE ABOVE SEA LEVEL (FT) UNIT SIZE TERMINATION TYPE PIPE DIA NUMBER OF 90° ELBOWS (IN.); 1 2 3 4 5 6 024040 036040 2 Pipe or 2 -In. Concentric 1 5 NA NA NA NA NA 1-1/2 70 70 65 60 60 55 2 70 70 70 70 70 70 024060 036060 048060 2 Pipe or 2 -In. Concentric 1-1/2 20 15 10 5 NA NA 2 70 70 70 70 70 70 0 to 2000 036080 048080 060080 2 Pipe or 2 -In. Concentric 1-1/2 10 NA NA NA NA NA 2 55 50 35 30 30 20 2-1/2 70 70 70 70 70 70 048100 060100 2 Pipe or 3 -In. Concentric 2 5 NA NA NA NA NA 2-1/2 40 30 20 20 10 NA 3 70 70 70 70 70 70 060120 2 Pipe or 3 -In. Concentric 2-1/2 one disk 10 NA NAP70 NA NA 3 one disk 35 30 15 NA NA 3t one disk 35 35 35 30 30 3t no disk 70 70 70 70 70 024040 036040 2 Pipe or 2 -In. Concentric 1-1/2 67 62 57 52 47 2 70 70 70 70 70 024060 036060 048060 2 Pipe or 2 -In. Concentric 1-1/2 17 12 7 NA NA NA 2 70 67 66 61 61 61 2001 to 3000 036080 048080 060080 2 Pipe or 2 -In. Concentric 2 49 44 30 25 25 15 2.1/2 70 70 70 70 70 70 048100 060100 2 Pipe or 3 -In. Concentric 2-1/2 35 26 1616 6 NA 70 66 3 70 70 70t170 61 060120 2 Pipe or 3 -In. Concentric 3 one disk 31 26 12NA NA NA 3t one disk 31 30 3025 25 24 3t no disk 63 62 6261 61 61 024040 036040 2 Pipe or 2 -In. Concentric 1-1/2 64 59 5449 48 43 2 70 70 7070 70 70 024060 036060 048060 2 Pipe or 2 -In. Concentric 1-1/2 16 11 6A NA NA 2 68 63 6257 57 56 3001 to 4000 036080 048080 060080 2 Pipe or 2 -In. Concentric 2 46 41 2823 22 13 2-/12 70 70 70 70 70 048100 060100 2 Pipe or 3 -In. Concentric 2-1/2 33 24 15 14 5 NA 3 70 70 70 66 61 56 060120 2 Pipe or 3 -In. Concentric 3 one disk 29 24 10 NA NA NA t one disk 29 28 28 23 22 21 3t no disk 59 59 58 57 57 56 024040 036040 2 Pipe or 2 -In. Concentric 1-1/2 60 55 50 45 44 39 2 70 70 70 70 70 70 024060 036060 048060 2 Pipe or 2 -In. Concentric 1-1/2 15 10 5 NA NA NA 2 64 59 58 53 52 52 4001 to 5000$ 036080 048080 060080 2 Pipe or 2 -in Concentric 2 44 39 26 21 20 11 2.1/2 70 70 70 70 70 70 048100 060100 2 Pipe or 3 -In. Concentric 2-1/2 31 22 13 12 NA NA 3 1 70 70 67 62 57 52 060120 2 Pipe or 3 -In. Concentric 3t one disk 27 26 26 21 20 19 3t no disk 56 55 54 53 52 52 024040 036040 2 Pipe 2 -In. Concentric 1-1/2 57 52 47 42 40 35 2 70 70 70 70 70 70 024060 036060 048060 2 Pipe or 2 -In. Concentric 1-1/2 14 9 NA NA NA NA 2 60 55 54 49 48 47 5001 to 6000$ 036080 048080 060080 2 Pipe or 2 -In. Concentric 2 41 36 23 18 17 8 2.1/2 70 70 70 70 70 70 048100 060100 2 Pipe or 3 -in Concentric 2-1/2 29 21 12 11 NA NA 3 70 67 62 57 52 47 060120 2 Pipe or 3 -In. Concentric 3t one disk 26 24 23 18 17 16 3t no disk 53 52 50 49 1 48 47 See notes on page 7. *I 10 MAXIMUM ALLOWABLE PIPE LENGTH (FT) Continued, ALTITUDE LEVEL (FT) LEVEL(FT) UNIT SIZE . ' TERMI_NATION.TYPE PIPE DIA NUMBER OF 90° ELBOWS- - (IN.)* 1 2 3 4 .. 5 6 024040 036040 2 Pipe or 2 -In. Concentric; 1-1/2 53 48 43 38 37 32 2 70 70 68 ' 67 66 64 024060. 036060' 048060 2 Pipe or 2 -In. Concentric 1-1/2 13 8-- NA NA NA NA 2 57 52 50 45 44 43 6001 to 7000$ .'036080 048080 060080 2 Pipe or 2 -In. Concentric 2 38 33 21 16 15 .6 . 2-1/2. 70 70 68 67 66 64 048100 .060100 2 Pipe or 3 -In. Concentric 2-1/2 27 .19 10. 9 NA NA 3 68 63 58 '53 48" 43 060120 -2 Pipe or 3dn: Concentric 3t one disk 24 22. 21 16 15 13 3t no disk 49 48 ' ' 47 45 44 43 024040 036040 . , 2 Pipe or 2 -In. Concentric : 1-1/2 49 44, .39 34 33 28 2 66 65 • . 63 62' 60 59 024060 036060 048060 . 2 Pipe or 2 -In. Concentric 1-1/2 12 7 NA NA NA NA 2 53 48 46- 41 40 38 7001 to 8000$ 036080 048080 060080. 2 Pipe or•2-In: Concentric 2 36 31 19 14 12 NA 2-1/2 66 65 63 62.. . 60 59 048100 060100 2 Pipe or 3 -In. Concentric . 2-1/2 25 17 8 7 NA NA 3 63 58 53 48 43 38 060120 2 Pipe or 3 -In. Concentric 3t one disk 22 20 19 :-14 12 1.1 3t,no disk 46 44- 43 ' 41 40 38 024040 036040 2 Pipe or 2 -In. Concentric 1-1/2 46 41 36 31 29 24 2 62 60 58 56 55 53 024060 036060. 048060 2 Pipe or 2 -In: Concentric 1-1/2 11 6 NA NA NA NA 2 49 44 '. 42 . - 37 35 34 8001 to 9000$ 036080 _ 048080 060080 2 Pipe or 2 -In. Concentric 2 33 28 17 12 . 10 NA 2-1/2 62 60 .- 58 56 55 53 048100 060100 2 Pipe or 3 -In. Concentric 2-1/2 23 15 7 5 NA NA 3 .59 54 49 44 39 34 060120 2 Pipe or 3 -In. Concentric 3t one disk 20 18 17 12' 10 8 3t no disk 43 41 39 37' 35 34 024040 036040 2 Pi or 2 -In: Concentric 1-1/2 42 37 32 27 25 20 ' 2 57 55 53 51 49 47 024060 036060 048060 2 Pipe or 2 -In. Concentric 2 45 .46 - 38 33 31 29 9001 to 10,000$ 036080 048080 060080 2 Pipe or 2 -In. Concentric. .2 30 25 14 9 7 NA 2-1/2 57 - 55 53 51 49 47 048100 060100 2 Pipe or 3 -In. Concentric 2-1/2 21 13 5 NA NA NA 3 54 49 44 39 34 29 060120 2'Pipe or 3 -In. Concentric 3t one disk 18 '16 .14 9 7 5 3t;no disk 39 37 35 33 31 29 * Disk usage—Unless otherwise specified, use perforated disk assembly (factory -supplied in loose parts bag). If stated, unsnap 1/2 perforated disk assembly and use shouldered disk half or no disk assembly. t Wide radius elbow. $ Vent sizing for Canadian installations above 4500 ft (1370m) above sea level are subject to acceptance by the local authorities having jurisdiction. NA—Not Allowed; pressure switch will not make. NOTES: 1. Do not use pipe size greater than those specified in table or incomplete combustion; #lame disturbance, or,flame sense lockout may occur. 2. Size both the combustion -air and vent pipe independently, then use the larger diameter for both pipes. 3. Assume two 451 elbows equal one 90° elbow. Long radius elbows are desirable and may be required in some cases. 4. Elbows and pipe sections within the furnace casing and at the vent termination should not be included in vent length or elbow count.. 5. The minimum pipe length is 5 ft for all applications. —7— MAXIMUM ALLOWABLE EXPOSED VENT PIPE LENGTH (FT) WITH INSULATION IN WINTER DESIGN TEMPERATURE AMBIENT* UNIT SIZE WINTER DESIGN TEMP °F MAXIMUM PIPE DIA (IN.) 0 INSULATION 3/8 THICKNESS (IN.)t 1/2 3/4 1 20 1-1/2 31 56 63 70 70 024040 036040 0 1-1/2 16 34 39 47 54 —20 1-1/2 9 23 27 34 39 024060 20 2 45 70 70 70 70 036060 0 2 25 51 58 70 70 048060 —20 2 16 36 42 51 60 036080 20 2-1/2 55 70 70 70 70 048080 0 2-1/2 31 61 69 70 70 060080 —20 2-1/2 20 43 49 61 70 20 3 61 70 70 70 70 048100 060100 0 3 33 65 70 70 70 —20 3 20 45 52 65 70 20 3 70 70 70 70 70 060120 0 3 40 70 70 70 70 —20 3 26 55 64 70 70 Pipe length (ft) specified for maximum vent pipe lengths located in unconditioned spaces. Vent pipes located in unconditioned space cannot exceed the total allowable pipe length as specified in Maximum Allowable Pipe Length table. Insulation thickness based on R value of 3.5 per in. 401 i1 This appliance is equipped for use with natural gas at altitudes 0 - 10,000 ft (0-3,050 m). A conversion kit, supplied by the manufacturer, shall be used to convert to propane or • elevation. This direct -vent, forced -air furnace is for indoor installation in a building constructed on site or in a manufactured (mobile) home when using factory authorized kit, see .rating plate. For installation in alcove or closet at minimum clearances from combustible material as shown below. This appliance requires a special venting system. Refer to the installation instructions for parts list and method of installation. This furnace is for use with schedule -40 PVC, PVC- DWV, or ABS-DWV pipe, and must not be vented in common with other gas-fired appliances. Construction through which vent/air intake pipes may be installed is maximum 24 inches (600 mm), minimum 3/4 inches (19 mm) thickness (including roofing materials). MINIMUM CLEARANCE TO COMBUSTIBLE MATERIAL TOP/ PLENUM BOTTOMI SIDES BACK FRONTI VENT INCHES 1 0 0 0 3 0 0 UPFLOW 1 # 0 0 3 0 0 DOWNFLOW 1 0 t 1* 0 3 0 0 HORIZONTAL # For Installation on combustible floors only when installed on special base No. KGASB0201 ALL. * Clearance shown is for air inlet and air outlet end. Horizontal position: Line contact is permissible only between lines formed by intersections of top and two sides of furnace jacket, and building joists, studs, or framing. t 120,000 BTU Input Furnaces require 1 inch bottom clearance to combustible materials. 0 Minimum front clearance for'service is 30 inches. (762mm). 320611-101 REV. H A96229 � 0 ACCESSORIES CONCENTRIC VENT BIN DIA PVC VENT/EXHAUST ----------------------- - --- '---------- !-------------- ----' CIN. DIA 13/16 1 Y2 D A B IN. DIA PVC INTAKE/COMBUSTION AIR A93294 LOCATING TAB a.— DIMENSIONS (In.) PART NO. A" B C Dt KGAVT0501CVT 41-1/8 2 3-1/2 27-1/4 KGAVT0601CVT 46-3/4 3 4-1/2 31-7/8 Dimension A will change accordingly as dimension D is lengthened or short- ened. t Dimension D maybe lengthened to 60 in. maximum. Dimension D may also be shortened by cutting the pipes provided in the kit to 12 in. minimum. ACCESSORY DOWNFLOW SUBBASE D LOCATING \\� TAB • Disassembled A98207 1 1/4' TYP FACTORY -SUPPLIED FIELD -INSTALLED INSULATION Assembled A88206 FURNACE PLENUM OPENING* FRAMED FLOOR HOLE HOLE NO. FOR WIDTH A g C D WIDTH ADJUSTMENT 17-1/2 15-1/8 19 16-3/4 20-3/8 3 21 18-5/8 19 20-1/4 20-3/8 2 24-1/2 22-1/8 19 23-3/4 20-3/8 1 ` i he plenum should be constructed 1/4 -in. smaller in width and depth than the plenum dimensions shown above. RETURN FILTER PLENUM* 16" 1 3/4" 13i _ 7/16'_ , 39 Z SIDE VIEW FRONT VIEW *Includes two 20 x 25 x 1 in. washable filters. A93078 —10— SIDE FILTER RACK* �-s— 3�B! E*3 11/� �P77ABS �� 25/gam1/.w 4 *Accepts one 16 x 25 x 1 in. filter. A80199 0� 10 AIR DELIVERY -CFM, (With'Filter)* k. Air aeuvery aoove iauu LrM requires that both sides, a combination ofri`siab and bottom, or,bottom only of the furnace be used for return air. A filter is required for each return -air suPPIY" 6��Gl_ I- �f —11— RETURN -AIR EXTERNAL STATIC PRESSURE (In.,wc) UNIT SIZE SUPPLY SPEED 0.1 0.27—F 0.3 0.4 0.5 0.6 0.7 0.8 1 side High 1075 1040 995 945 895 840 760 670 024040 or Med-Low 850 825 780 740_ 685 635 560 480 bottom Low : 740 -700 650 620 565 515 455 385 1 side Higgh 1470 1415 1400 1285 1215 1120 995 890 036040 or Med-High 1315 1280 1235 1180 11.15 1035 930 825 bottom Med-Low 1125 1110 1085 "" 1045 990 915 830 740 Low 930 925 910 850 830 770 705 635 1 side High': 1100 1065 1005945 900 805 730 610 024060 or Med-Low 890 865 810 765 "705 620 540 475 bottom . Low 745 710 670 625 565 505 425 360 1 side High 1430• 1375 1325 1275 1206 1135 1040 935 036060 or Med-High . 1270 1260 1215 1160 1105. 1035 950 850 bottom Med-Low 1070 1055 1045 1015 .975 920 '850 750. Low 915 895 885 865 .840 800 720 650' 1 sideHigh 1700 1695 1640 1580 1545, 1450 1380 1310 048060 or Med-High 1500 1465 1435 1385 1355 1300 1250 1185 bottom Med-Low 1325 1295 1265 1230 1190 1150 1105 1050 Low 1205 1170 1145 1110 1080 1035 990 950 1 side Higgh 1535 1470 1405 1330': 1245 1160 1065 935' 036080 or Medl-%h 1395 1350 1300 1225 1155 1080. 985 880 bottom Med-Low 1200 1-175 1125 1065 1030 970 890 780 Low 1040 1020 990 960 910": 860 785 680 1 side High 1750 1685 1635 1575 1525 1445 1380 1310 048080 or Med-High 1495 1455 1405 1355 1305 1250 1185 1120 bottom Med-Low 1310 1260 1225 1.170 1125 1095 1040 980 Low 1135 1105 1075 1040 995 995 910 860 High 2200 2175 2085 2025 1925 1820 1735 1635 bottom Med-High 2100 2025 1945 1865 1785 1700 1620 1540 only Med-Low 1815 1760 1720 1670 1620 1550 1480 1405 060080 Low 1560 1555 1515 1460 1435 1390 1340 1270 both sides or Higgh 2360 2280 2210 2130 2035 1960 1875 1790 1 side and. Med-High 1965 1925 1870 1830 1766 171-0. 1670 bottom .1575 1 side " High 1740 1705 " 1660 1615 1570 1500 1425 1355 048100 or Med-High 1500 1470" 1445 1410 1375 1330 _, 1280 1210 bottom Med-Low 1340 1315 1300 1270 - 1235 1200 ` 1140 1095 Low 1195 1175 .' 1165 1130 1100 . 1070. 1030 975 High 2250 2175' 2090 2020 1930 1855- 1760 1670 bottom Med-High 2020 1950 1900 1840 1790 1710 1640 1545 only Med-Low 1725 1.690 1660 1630 1575 1520 1460 1370 060100 Low 1490 1480 1460 1440 1380 1340 1295 1230 . both sides or. Higgh 2360 2315 2265 2200 2130. 2055 1965 1890 1 side and Med-High 1960 1940 1930 1900 1850 1800 1740 1660 bottom High 2350 2250 2160 2070 2000 1885 1790 1635 bottom Med-High 2100 2015 1955 1875 1810 1710 1650 1540 only Med-Low 1770 _ 1720 1675 " 1620 1575 1515, 1450 1365 060120 Low 1545 1520 1465 1415 1365 1325 1265 1185 both sides or High 2435 2360 2285 2220 2130 20501965 1875 1 side and Med-High 2040 2000 1950 1905 1835 1790 4725 1650 bottom Air aeuvery aoove iauu LrM requires that both sides, a combination ofri`siab and bottom, or,bottom only of the furnace be used for return air. A filter is required for each return -air suPPIY" 6��Gl_ I- �f —11— SERVICE TRAINING Packaged Service Training programs are an excellent way to increase your knowledge of the equipment discussed in this manual, including: • Unit Familiarization • Maintenance • Installation Overview • Operating Sequence A large selection of product, theory, and skills programs is available, using popular video -based formats and materials. Al include video and/or slides, plus companion book. Classroom Service Training plus "hands-on" the products in our labs can mean increased confidence that really pays dividends in faster troubleshooting, fewer callbacks. Course descriptions and schedules are in our catalog. CALL FOR FREE CATALOG 1,80x962-9212 [ ] Packaged Service Training [ ] Classroom Service Training t Heating 6 Cooling Systems Q 1996 BDP Co. Indpls, IN 46206 PRINTED IN U.S.A. RIR) ART HEATING & AIR CONDITIONING 1401 ALMOND -ST., CHICO, CA 95926 PH: 895-1420 UC. NO. 335302 A94328 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE UNIT MUST BE INSTALLED IN ACCORDANCE • WITH INSTALLATION INSTRUCTIONS Cancels: PDS 350M.40.4B 12— Catalog No. BY -3235-004 6-96 M1, RESIDENTIAL GAS WATER HEATERS YEAR TANK WARRANTY 1I -YEAR FARTS WARRANTY FOAM INSULATED/ENERGY-EFFICIENT TALL MODELS CENSIBLE FEATURES Anode Rod protects against tank corrosion. Convenient 5 -Setting Temperature Control allows homeowner to tailor water temperature to in&Adual needs. Factory -Installed Temperature and Pressure (T&P) Relief Valve. SPECIFICATIONS BTU Input Recovery—GPH Gal Per Hour Ener De ree Rise A:GJL Certified Energy Cut -Off (E.C.O.) safety feature. Energy -Saving Pilot. Nylon Drain Valve. Maximum Hydrostatic Working Pressure: 150 PSI. Manufactured under one or more these U.S. Patent Numbers: 4,447,377, 4,527,543, 4,505,231, 5,020,512 or 5,379,507. Canadian Patent Numbers:* 1,151,480, 1,229,270, 1,264,622, 1,325,447, 1,324,325 and other Canadian Patents pending. Dimensions In Inches I Drax 'Approx. Ship. Model Number Cap Natural/ Factor 1 Propane g 100' 90- 60- A B C D E Hood Outlet' Wt. F (lbs.) TALL MODELS l I ( I I I I PRV-40-NOCT-42W 1.40 140.000 1 .61 37.3 41.5 62.2 j 62'/: 58 1 20 15 1 8 52'/. 13--4 1159 PRV-50-NOCT-42W 50 30.000 .61 37.3 41.5 62.2 63 58%: I 22 I 15 I 8 152'/.13--4-1 169 PRV-40-NOCTO-52W 140 1 35,000 .63 1 32.7 36.3 54.5 64'/ 1 60 ; 20 15 8 152'/. 13--4" 159 PRV-50-NOCT-32W 50 36,000 .60 `1 34.11 38 57 60 56%: I 22 15 8 I 51 1 3' 165' Na:e provision for 3' or 4' Vent Pipe on a gallon model. For t 0 -year tank/I -year parts warranty, crzNe V' to 'X' in model number prefix (PRX-40-NOCT-42Y'Q. When ordering propane, change'N' to'P' in model number (PRV-40-POCT-42W). \ r O~ r ANCCE ANODE V I� COIR _\V \'CONNEG'rION I O I CONNECTION HOT O COLO CONNECTION �E l CONNECTION .IQ TdP .ALVE UP VALVE Meets California Water Heating Budget in any of the 15 Climate Zones without an external R-12 Insulation Wrap. Some job specifications may require a thermostat with a maximum . setting of 140°F. This must be specified when ordering. All models design -certified by A.G.A. Laboratories, Inc., according to ANSI Z2 1.10.1 Standards covering storage -type water heaters. All models meet or exceed Federal Minimum Energy Standards effec- tive January 1, 1990, according to the NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) of 1987 As a general matter, these federal standards pre-empt staffe and local standards, and any other state and local requirements wit` respect to energy efficiency or energy use of these water heaters. All models also comply with the latest editions of the BOCA National Codes, U.B.C., S.B.C.C., C.A.B.O. �j and the H.U.D. standards. '- A e —C F. A e c r -Warranty details available at nearest State sales office. Specifications are subject to change wi-- �` 40 GALLON 50 GALLON out prior notice. MODEL I MODEL D St= INDUSTRIES, INC. 500 By Pass Road. Ashland City, 1 N _7015-1299 Copyright State Industries, Inc. 1990 Printe, in U.S.A. T2,111295 jj U.S. Patents 5,328,356 Patents Pending To@�30@, 000 0 k t % first liallic in/replaces Shown with o p t i o n a I refractor linin gl:. 5- er AA jj U.S. Patents 5,328,356 Patents Pending To@�30@, 000 0 k t % first liallic in/replaces Shown with o p t i o n a I refractor linin gl:. CALIBER AESTHETICS • The largest viewing area in each class size is obtained with true widths of 36" and 42". • A very realistic wood -like fire is created with large burning embers, random flame, and logs with hand -painted detailing. • A modulating flame control means variable Btu input (23,000 - 30,000 Btulhr. for natural gas; 21,000 - 28,000 Btulhr. for L.P. gas) and flame height. • Caliber minimizes the steel surround and maximizes the viewing area for a better -looking fireplace. INSTALLATION AND MAINTENANCE • "Quick -Access Glass" keeps routine maintenance simple. No screws, bolts, or special tools, just three spring latches provide a sure firebox seal. • A removable burner assembly is the ultimate convenience during routine service calls and future upgrades. Six simple screws release the assembly. • The one-piece log set minimizes installer and homeowner confusion over proper log placement, ensuring reliable performance. SAFETY STANDARDS • Thermopile -thermocouple standing pilot is an industry-leading safety application. • Protective metal edge minimizes glass chipping during routine maintenance. • The patented "Catch Latch" system on the glass provides safe handling and fireplace performance. • A high limit switch is a built-in, standard feature on all Caliber appliances. • Spring-loaded expansion relief door relieves any pressure that may build up inside the firebox. • Tested and Listed to UL Safety Standards. • One-year limited warranty. HORIZONTAL TERMINATION CLEARANCES • 3" clearance required above horizontal vent. • 1" clearance required along bottom and sides of vent. • 1" clearance required around the vent on vertical installations. • Maximum horizontal run in horizontal termination: 26'. • Maximum vertical run in horizontal termination: 25'. • Required rise: 714 " for every 1' of horizontal run. • Required vent supports: one support for every 3'� ''�`� ""� �' 7 +7 o horizontal run. 1tlrl 163/a°Mn � • Required pipe overlap: 1114" • Effect of additional 90° elbows: reduces maximum horizontal distance by 3'. • A standard horizontal termination requires the top of the termination cap have a 18" minimum clearance to a ventilated soffit and 12" minimum clearance to an unventilated soffit. VERTICAL TERMINATION CLEARANCES • Maximum straight unsupported rise: 25'. • Maximum height: 40' from the base of the appliance; minimum height: 12'. • Every 1' of horizontal run requires 2' of vertical rise. r4, ROUGH FRAMING DIMENSIONS • Caliber 300: width - 42 "; height - 385/s"; cavity depth - 4i '*r 231/z • Caliber 400: width - 48"; height - 385/8"; cavity depth -"�� s 23112". CLEARANCES TO SURROUND/COMBUSTIBLES- + 2311\l� • Minimum window height - 591/2" • Minimum recessed shelf height - 501/2 • Minimum mantel height - 42 • Top of standoffs - 0"; Floor -.,0"; Back and 4Mode4 -ji f"A� ;B3 s t sides o fireplace - /z"; Ceiling 30 " X50 %sem *71` f fi1 p Caliber 300 42 s • Perpendicular sidewall - 1" `Caliber 400 �-48;�4 551/4T x781 CERTIFICATIONS • Certified for installation in bedrooms, bed/sitting rooms and mobile homes. • Consult local building codes for local installations and operational guidelines. GENERAL CONSIDERATIONS N C B • The rough framing dimensions shown above represent the distance from stud to stud only and do not take into consideration the addition of sheetrock/drywall. • The top header may touch the standoffs, but the dimension shown here allows 1/8" to position the fireplace if framing is constructed prior to the placement of the unit. • Wiring for an optional fan kit or remote control must be done prior to finishing the installation. • For best results, do not construct the framing until the unit is in place. • A hearth extension is not required. r `331%2 �,�j�°�""�� � ��2a•i'�� 7'4' 120,/84 35° ji 413 81 16' Model �A%*44C- ' C' `x'241"%2" t -io 4 Warning: You cannot cover any of the grilles on this unit as this may create a fire hazard. When finishing the Caliber, combustible material may be brought up to the sides of the fireplace but must never overlap the black area. The black metal may be covered with noncombustible material only such as marble, tile, stone, etc. 501/x" Min. a. ;recessed Mate shelf -or the t " frame�of ¢ ` 42-% an inoperable ,Mini 4 window' a ' Wight* -.rya 0 7 r A i 1 ". Min. 771 N C B • The rough framing dimensions shown above represent the distance from stud to stud only and do not take into consideration the addition of sheetrock/drywall. • The top header may touch the standoffs, but the dimension shown here allows 1/8" to position the fireplace if framing is constructed prior to the placement of the unit. • Wiring for an optional fan kit or remote control must be done prior to finishing the installation. • For best results, do not construct the framing until the unit is in place. • A hearth extension is not required. r `331%2 �,�j�°�""�� � ��2a•i'�� 7'4' 120,/84 35° ji 413 81 16' Model �A%*44C- ' C' `x'241"%2" t -io 4 Warning: You cannot cover any of the grilles on this unit as this may create a fire hazard. When finishing the Caliber, combustible material may be brought up to the sides of the fireplace but must never overlap the black area. The black metal may be covered with noncombustible material only such as marble, tile, stone, etc. Models Available Caliber 30.0 Series GCDC36 . 36" Direct vent, natural gas, standing-pil"ot_ . GCDC36E 36" Direct vent, natural gas, electronic ignition GCDC36L 36" Direct vent, L.P. gas, standing pilot GCDC36LE 36" Direct vent; L.P. gas, electronic ignition Caliber 400 Series GCDC42 42" Direct vent, natural gas, standing pilot GCDC42E 42" Direct vent, natural gas, electronic ignition .GCDC42L 42" Direct vent, L.P. gas, standing pilot GCDC42LE 42" Direct vent, L.P. gas, electronic ignition RC4, RC5, RC6 ON/OFF Remote Control RCP Multi -functional Remote control RCA36D, RCA42D Refractory Lining FK4 Fan Kit DFN6A/B, DFC2A/B TK6CA/B/C, TK7CA/B/C TK301B, TK401B TK43A/B, TK44A/B Fixed Glass Doors Brass Trim Brass Trim Brass Trim Available From heatilator r Heatilator Inc. a'HON INDUSTRIES company 800/843-2848 D '� 1915 W. Saunders Street Fax 800/259-1549 Aff ®® Q Mt. Pleasant, Iowa 52641 http://www.heatilator.com HEATING & AlR CONDIT, Y.G 1407 Almond St -Chico, CABS Z,28 HEATILATOR is a registered trademark of Heatilator Inc. - d St 895-1420 Chico, Specifications and options are subject to change: Flame appearance may differ from that shown in product literature due to geographic and atmospheric differences. 73071A 4/97 CG -I ' LAND DEVELOPMENT y.. OROVILLE / CHICO BUILDINGr4 ENVIRONMENTAL HEALTH - PERMIT,CLEARANCE Butldtng•.PermkNo. ;99-2016 <_ NAME OWNERS " MEGHDADI = A.P. -042 340 018. (LQT .3)�1�/✓, :NUMBER> '`PRINT LAST, NAME FIRST Y _.. 3140 , SHADY , GROVE COURT , ': CHICO` ADDRESS, / LOCATION = COUNTY ZONING n } DESIGNATION:' ' n �� FLOOD MAP: '' ' FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED'. - L,-' RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS. OR MAP •. DEED INFORMATION: . DATE.OF CREATION> ' -` ' DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO 'LEGAL ACCESS REQUIRED YES NO COMPLIES WITH -COUNTY STANDARDS FOR DEED CREATION: ; ,YES NO a L COMMENTS/CONDITIONS: - Swwv- y d G57 '!-b5 4 MAP INFORMATION r DATE OF RECORDING �,�2� 3�/ . /S 9 4 LOT 3- BOOK - /47 PAGE Z_ 'I e 'COMPLIANCE WITH OLD, SUDIVISION LOT ORDINANCE,REQUIRED? (MAP RECORDED. PRIOR TO BOOK 17 OF MAPS AT PAGE 23) . YES NO.. IFYES,'MARK APPROPRIATE ITEM(S) BELOW: A: Construd,road to 2B: Meet parcel s¢e required ty'zone. C. •Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. I. Maintain a,501., building setback from centerline• of road. 2.. Maintaina 'ft building setback from right-of-way/centerline 3. ' Complywith Zoning code for building setback from road: 4.--. Maintain a,100 ft. leachfield setback from all eAsting wells. 5. Maintain,a • ft:'ieachfield setback from 6. Pay water tender fees in the amount of ,$ to' Battalion Number '. of the Butte County Fire Department. 7. 'Meet the Fire Safe Regulations of Butte County and'P R,C. 4290: , Conned to a. public water supply. - - 9. Conned to a public -sewer system: = t r ' t , `'; _'10.Automati '-fire suppression sprinkler systems shall be installed in all residential structures in. accordancewith the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family`dwellings and mobile homesNEPAI s,' v t s-' Standard 13D,.uNess a pressurized community`water system; with hydrants that meet Fire Department specifications; serves the parcel 11. Pay;T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Departmenfof Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010: _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code -foe seismic safety. Mobile homes shall be, constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements' of the Uniform Building Code.' —16. Deer Mitigation fees are to be paid, if such fees -have been adopted by the Butte County Board of Supervisors.. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the.,Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved .and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest.appropriate mitigation measures. - 14 21. Y 75 lAlr& LAI 1,-,Tf C' !fc Cu 22. , . C L TUdNO/I — S' IV -1,L4 L- 1j&- jV &T / G NE',9 9Y A L11 /sr' ii 6� U/L �i L�7✓sC�rl P6-5 /«J �dlrr� S�vw/12 yl � "W177t 77 _ {. �¢'�,c/rYLC✓wc1-1�Ts Ce-4ss 5o /z is /J yl�rJ �r-ss��v,�-�-. J3Wd0�3A3a %V1 AI 3�lNW j0 3na w 1(19 10 �1Nt100 83S 6661 £ 0 d3S 3A1303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE A C Sertc i ll • ^_ i i H e tz t ;< i C i 1r° c it l a t i tr `:• `: '.;,' \ t a tt d R ad i a't t ti':.. ... r,(':/` ''i `,lir ! • 1;'r` �. vh It , , 'i fir• � , .fir • a V-4 :'i:''`, Mw�''�Fc,.�i.'•,a'..i._��.��•`" �`.:;A�?�}w,. C ��: �`'I �! �.. `'`•� ; .,jMi AP'.RN�.:'a''ep''•'4 :•stip .. --.,{ij''•^':l>'vy_ji�:.'r.'y,.'^... •":asp' 1!A • .v;'f"` • �t" .. ���(�` �e • :, li ,. ''' 2 ! �,r �,.L,.:f".•��,' .:� tit^' �,;....w'�1� J'�. ``=..!" 'y'•* .:1 \• 4• I YIN 17 tit .i .�`.•` �..r .�.+•.' sky. � 'd'>1 .SAT \i l�•�� y��Y1 �� �1 '. 11 .. may° ��7 !ij,, (}�� .; .• '•'/'.� - >2.F i { F� it 1G�yJ; \: i.i M.+ :.i '•, .�. �. -_ ': �.�•` , _ i ;. l S '.ti i .... _............ r, VA rj UV IQ �.. J•�' ,, ''.l•��� .->y..:,J .. �`.j,4. /1 ..-mss •1 VSA!. i%j / J•'iR. `. a C.:. 'r�rc•+ '' ` . , w !/�' •ff Iy ,'ti i! � • �I � x• � • Y1 l,�i ` 1 1 � ',:.•M'. 9�"';i:i.f^r. -w., �s +•!.� '. `i {.4 J'> 9' { (i. � � � _ 1 ii !:`.+ '!;L' ;t�� _ `�.,� �%;:;:il�'K�it!." ',.`9 `y - -' `f � � ?` " !�•: t i • c i �f V L!{ "f �P ' '/ �I `�_` './`_ •.1. ...Y.7 �''\ `. N -i `r .�• il��., ir' :,...: '�•- ,a' - a'.i':� •• ,t• . + .•. . / `lj}„},r,{� •- •� .,� '•' _..,,1',MM -.�t� .i'1, .!• _ _ '•Y.:'. Pf". .: �'.y :.l �..•j:fi�l. .�. �;!�,� ` ,:l' � `,:r' �i ., �_,�,4.:A. ��e' r. i �: .':T :�., a 'ice _ 1i '�� �'.. •*"a t. E' 4 —CO 0 The first name in fireplaces Neat circulating model shown sho .. .. _ ..nam �:-r��-a-;� �.�.. �� �•� - I with optional glass doors. �.�,,� �p lam: -' ;.�:--�-' 's ' AESTHETICS AND OPERATION • Substantial depth (18") provides a greater visual hearth area and is larger than competitive models available for the same money. • Powder coat finish has a deep, solid luster, the look of meticulous craftsmanship, and is resistant to abuse. • The upper and lower grille panel design on the EC Series improves air flow and fan performance. Fan sound has also been minimized. • Full refractory lining, steel grate and safety fire screen provide a masonry fireplace appearance. INSTALLATION CONVENIENCE • Three firebox opening sizes in either insulated or noninsulated versions give you more options and price selections. • Lockseam construction and single -piece face provides rigid strength. • Dual gas knockouts allow for easy installation of gas log sets and gas log lighters. • Uses economical SL300 air-cooled, snap -lock chimney system for easy, inexpensive installation. SAFETY STANDARDS • UL Listed for assurance of safety and quality. • Heatilator 20 -year Buyer Protection Plan. • *Minimum straight height: 13 feet • *Minimum height with an offset/return: 14 feet, 6 inches • *Maximum height: 90 feet • Maximum chimney length between an offset/return: 12 feet • Maximum unsupported chimney length between an offset/return: 6 feet • *Minimum height of a double offset/return: 20 feet • Maximum distance between chimney stabilizers: 35 feet • *Maximum straight unsupported chimney height above the firebox: 25 feet • The chimney must be a minimum of 3 feet above the highest point where it passes through the roof line and at least 2 feet higher than any structure with 10 feet. • Only HEATILATOR SL300 air-cooled, snaplock chimney components are approved for use with these fireplaces. *Measurements represent the distance from the base of the fireplace to the flue outlet. Sidewalls constructed of combustible waterial must be located a min- imum of 12" from the fireplace opening. If a decorative surround constructed of combustible material is used, it must be located within the shaded area indicated in the adjacent figure. Short stub walls are also acceptable if they are contained within the shaded area. ;:�Model.,,;A� LE36 C36 fA61!," 4�4 "T42%EC427"2, 47„' . ROUGH FRAMING DIMENSIONS • E36 and EC36: width - 42"; height - 401/4"; cavity depth - 231/2". • E39 and EC39: width - 45"; height - 401/4"; cavity depth- 231/2". • E42 and EC42: width - 48"; height - 401/4"; cavity depth - 231/2". CLEARANCES TO SURROUND/COMBUSTIBLES • Minimum mantel height - 12" above the fireplace opening. • Minimum clearances: Top of standoffs - 0"; Floor - 0"; Back and sides of fireplace - 1/2" HEARTH EXTENSIONS • For the E361EC36 and E39/EC39, the area 16" directly in front of and extending 8" to each side of the fire- box opening must be protected with a noncombustible hearth extension. � 4, 4. E E36/E636- 442"t 411 5�8a,, 513/s". E3 E-09 45, 755%8' 531%2 -8 ' 16" E42/EC42,� .,48''.x.4' 7485/8, . 555/8"b , 12' 20" • For the E42/EC42 , the area 20" directly in front of and extending 12" to each side of the firebox opening must be protected with a noncombustible hearth extension GENERAL CONSIDERATIONS • The rough framing dimensions shown above represent the distance ,.. Ey . D from stud to stud only and do not take into consideration the I` f addition of sheetrock/drywall. • The top header may touch the standoffs, but the dimension shown here allows 1/8" to position the fireplace if framing is constructed prior to the placement of the unit. • For best results, do not construct the framing until the unit is in place. • Consult local building codes for local installations and operational guidelines. r Models .>A .� B'. %30 C36"' a36,.; 41 .. °43"w 251V 4 E39/EC39�:; $3,9;',� 44.. 46" ; 281/4" fE43/EC42f X42" + 4TH 49"�. e 31?/4" 127/8" ' Warning: You cannot cover any of the grilles on this unit as this may create a fire hazard. When finishing the EIEC Series, combustible material may be brought up to the sides of the fireplace but must never overlap the black area. The black metal may be covered, with noncombustible material only such as marble, tile, stone, etc. /2 0 Dom- 3 1.43/16' n 5/8" b d ' Wricombustiblelfinishing mater'i4only may be applied a sto the black face ofthe unit' A a N E36 36" radiant EC36 36" circulating E39 39" radiant EC39 39" circulating E42 42" radiant EC42 42" circulating E36I 36" insulated, radiant EC36I 36" insulated, circulating E39I 39" insulated, radiant EC39I 39" insulated, circulating E42I 42" insulated, radiant EC42I 42" insulated, circulating LSIDLS Gas Log Set Original Bi fold Glass Doors Heatilator Inc. a HON INDUSTRIES company 1915 W. Saunders Street Mt. Pleasant, Iowa 52641 GL Gas Log Set Classic Cabinet Glass Doors Radiant Model Perimeter Brass Trim Classic Bi fold Glass Doors Optional Accessories not pictured: AK14 Outside air kit FK18 Fan kit with electrical junction box BC10 Variable speed control for fan LC36/39/42 Lower hearth cover 800/843-2848 Fax 800/259-1549 http://www.heatilator.com HEATILATOR is a registered trademark of Heatilator Inc. Specifications and options are subject to change. r AA Mal M"V ®® Mk HEATING & AIR CONDITIONING 1407 Almond St. - Chico, CA 95928 (916)895-1420 72033E 5/98 CG NORTHSTAR ENGINEERING 20 Declaration Drive . Chico, CA 95973. (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT _i I L 5C;, 17)LIGE JOB NO. LOCATION L o TP,A D w o l/ t� DATE CODES: Uniform Building Code, 1997 Edition AISC, Manual.of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f•'c = 2500 psi @ 28 Days _Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days FESS10N Steel Reinforcing: A-615 Grade 40 for.#4 and smaller OQ9� M•.R/CF,L� A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B 0 Ornl(;Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM'A307 Grade A. 'Wood Connectors: Simpson Strong-Tie or equal. Wood:, Struct Lt. Framing, Joists & Planks: D.F. #2 CIVIBeams. & Stringers; Posts_ & Timbers: D.F. #1 9TFOF Plywood: A. P.A. Rated Sheathing, Grade CD,UBC Std 25-9 CA``Fp� OR OSB of equal or greater allowable stress Glue-Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F7V4 Combination Cantilevers: 24F-V8 Combination LOADS: y Roof Live Load: psf Floor Live Load: 4-a psf Seismic Zone 3 Wind Speed: % 2�_ mph Exposure: Method 2 used unless otherwise, noted. Allowable Soil Bearing :, S 0 0 psf ARE SPECIAL INSPECTIONS REQUIRED ? O GENERAL: Any structural or non-structural items that are not' specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil' conditions at the project site to determine the expansion index or bearing capacity.is by others. Page 1 of OLMEWUNTY. APPROVED BY: JMR NORTHSTAR ENGINEERING 8/23/99 20 DECLARATION DRIVE JOB NO:' 6698 CHICO, CA 95973 .PG.. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: TILE ROOF 10.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.8, PSF DEAD LOAD 22.0 PSF LIVE LOAD 16.0 PSF . TOTAL LOAD 38.0 PSF LATERAL LOADS: SEISMIC: 2.5 * .36 * W- = .200W FOR LIGHT FRAMED 4.5 S H EARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL.PROFILE Ca = .36 • PER UBC TABLE 16 - Q E = p * VW = 1.5 VW 300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .300W / 1.4 =.214W WIND: EXPOSURE - B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 0.62. Cq*qs*Ce = 0.0117 KSF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations.Should any changes be made to the design. as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage.floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: NbrthStar 20 DECLARATION DRIVE DATE: CHICO, CALIFORNIA 95973 JOB No: ��� g ENGINEERING 530-893-1600 PAGE 3 OF Civil Engineers- Planners* Surveyors FAX 530-893-2113, ol�l -cam I6 .(� f,oNG 0 C. TO 4y, 6p L_ �a I A 1 71 37, 1 I - � I gym._ � ` - •i�`,: 'I .3 ;/r_--_ �;) Z ._._ _. ._ -r--- --- -:-_ . _ _ } BY: JMR NORTHSTAR ENGINEERING 2/9/00 20 DECLARATION DRIVE JOB NO: 6698 CHICO, CA 95973 PG. OF (530) 893-1600 DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER .1991 UBC. MEMBER PROPERTIES: SPAN = 6 FT TRIB. WIDTH .= 2 . FT, LOAD = 38 PSF Fv =. 95 PSI Fb = 825 PSI E'= 1.6 x10E6 NOMINAL DEPTH = 4' IN Cf = 1.5 Cr = 1.15 F'b = 1423 PSI ACTUAL DEPTH = 3.5 IN AREA = 5.3 IN2 REQUIRED AREA = 3.6 IN2 OKAY . S = 3.1 IN3 REQUIRED S = 2.9 IN3 OKAY 1 = 5.4 IN4 REQUIRED 1 = 4.6. IN4 OKAY USE 2 X 4 D.F. # 2 0 24 INCHES O.C. BY: JMR NORTHSTAR ENGINEERING 2/9/00 20 DECLARATION DRIVE JOB NO:. 6698 CHICO, CA 95973 PG. .7 OF ! (530) 893-1600 DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER" 1997 UBC. MEMBER PROPERTIES: ` SPAN = 9. FT TRIB. WIDTH = 2 FT LOAD = 38 PSF Fv = - 95 PSI Fb = 825 PSI E = 1.6 x 10E6 NOMINAL DEPTH = 6 IN Cf = 1.3 Cr = 1.15 F'b . _ 1233 PSI ACTUAL DEPTH = 5.5 IN AREA = 8.3 IN2 REQUIRED AREA = 5.4 IN2 OKAY S = 7.6 IN3 REQUIRED S = 7.5 IN3 OKAY 1 _ 20.8 IN4 REQUIRED 1 = 15.6 IN4 OKAY USE 2 X 6 D.F. #2 @ 24 INCHES O.C. 65BB53 02 _ Customer MEG -6698 - Fri Marr 17 _ 10. 34: 52. 2000 Project #,:729MEG Truss ID. T--17DRA Family M 104 .Span 29-2, Quantity iw Top Pitch 6/12 ,CES -32 veir.2.0.-B10'(4/6/1999) - - _ _. _ , TROJAt` K^ PLATE'OFFSETS W;LEFT Y T0P):'O7-3, 21 7-6-13, 14-7 - __ 21-7-3 29-2 , 2-6 r 13--6- 7.-6-13` 7-0-3. T-0-3 7-6-13 r { 4X4 1X4. 1X4 2 4 - -� ✓} - � ' , .4X6 . 4.X6 S 1 7 8 _ 5X6 3X4 9-10-14 19-3-2 29-2 "' tr i 9-1.0-14 .' 9-4=4 .9-10-14 -R . HL TO PK HL- TO PK:- 16 3 10 - 16-3-'30 L . ; - RIGHT HEIGHT: 0-4-2 HEIGHT: -0:-,4-2 SPAN:,.29-2 •� RISE. 1-7-10 ,LEFT LOADING (PSF)'. MAX STRESSES- — "'' MINIMUM GRAOE.OF LUMBER 'TOP 1-2-0.'491 TOP CHORD: 2X4- No.16Btr.GR,DF-L PLATES:.M20-165.142 L D TOP' 16! 15, = BOTT- 5-6-0.520 BOT CHORO:.2X4 •No.16Btr GR 7; LL DEFL .,@6-0 :-05 < -L/360 WEBS, :•2X4 : STANDARD GR DF -L OF -L BOTT O . ST,R.INC.: LUMB'- 1.25 PLATE - 1:25- SPACING:24.0 in o.c. UBC-ICBO,TPI-93 REPETITIVE STRESSES.USEO, NO_ OF MEMBERS - 1 - OEFLECTION (IN:) L:L;-; 0. 05, D.L-.0.07, T. C-0. REACTIONS, SIZE: 1--1287.,3.50- UPLIFTS' (LBS) - - HORIZaC (LBS) 1',1600 y.., s FORCES':- LOAD CASE Ii TOP CHCRO,,;1-2T=1747 2-3- 1514+" 3-4:-1514,' 4-5--1747 BOTTOM CHORD: 5=6- :.1554,' .- 6-.7- 1061, ' , 7-1= 1553, -6-382... - WEBS:, 2=7--382., 3-7- 545, 3=6- 545. 4-6-382— TRUSS .HAS BEEN CHECKED FOR'1600 LBS DRAG FORCE (DOL -1.33) BETWEEN JOINT 1 and JOINT 5 , % TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY.BRACED ®•10'0"O: C. UNLESS RIGIDLY -SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR:. ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS r {' REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION MAR 17 2000 wV?ROFESS/p�w I;x YG F, Z. A WARNING -'Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFOREUSE ,' m Design valid for use onlyIwith MiTek connectors.This design'is based only upon parameters shown antl is foran individual i NQ 19 building component to be installed and loaded vertically. Applicability' of design parameters and proper incorporation of .. _ component is responsibility of building designer.- not truss designer. Bracing shown is for lateral support of individual• web members only. Additional temporary bracing to insure stabilityduring construction is the. responsibility of the erector.,N Additional permanent bracing of. the overall structure is theresponsibility of the building designer • Far general guidanceregarding fabrication, quality control, storage, delivery. erection and bracingconsult.OST-fib Ouall(y Standard,DS8- ' 01= -al* _ mmendation"available from Truss 89 Bracing Specification, and HIB 91Handling Installation,and ! plate Institute, 583 D'Onofrio Drive, Madison, WI 53719., MiT ek,.Indushies„IIIc. _ y _ 02B56B63 Customer, `. MEG -6698 Fri, Mar 17.10: 34: 52 , 2006 Project +M:729MEG Truss ID T-1:7DRA Family .# '-104 Seen 29-2 Quantity 1 +u'T,oP. Pitch 6/12.. _ -cc--AP ver`.2.0. Bld (41611999) , t TROJA 'PLATE OFFSETS (X -LEFT; Y -TOP): I)7-3. 21. 7-6-13 14 7 --21-7-3 29=2 ,2=6 �.. r 7-6-137-0=3 '7-0-3- 7-6-13 '4X4 3 1X4 ,1)(4 2, 4 4X$' " 4X6 1 .5 71 6 5X6`. 3X4 .9-10-14 19-3-2 29=2 9-10-14 9-4-4 9.-10-14• �, L ; HL TO PK: 16-3- 10 R'. HL TO PK 16-3-10 LEFT HEIGHT: 0-4-2 "SPAN: 29-2 ,'RISE: 7-7-10 RIGHT HE:I_GHT: 0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-165.'142 L ''O ' TOP 1-2-0.491 TOP`CHORD:2X4. No.1&Btr GR OF -L ' TOP 16 15 BOTT 57,6-0.520 r BOT CHORD:2X4 •No.16Btr'GR OF -L BOTT .O .7 .'LL.DEFL".@6-0.05 <,L/360 .WEBS 2X4 STANDARD GR OF -L STR. INC.: 'LUMB - .1 .25' PLATE' 1.25 SPACING: 24'-.•0 in o :c-. UBC -ICBG, TPI -91 REPETITIVE STRESSES. USED NO,. OF.MEMBERS1. DEFLECTION (IN.) L. L- 0'.05 0.,L -O'.07, T.L-O 13 x ; REACTIONS, SIZE: 1-.-1287, 3.50 5--1287; 3.50 - UPLIFTS (LBS) : - HORIZ. (LBS) :'161600 - FORCES - LOAD CASE 01 TOP. CHORD: 1-2--1747, 2-3--1514, 3-4--1514, 4-5--1747,. . BOTTOM CHORD: 5-6= 1554, 6-7= 1061, 7-1= 1553, f' WEBS: 2-7--382. 3-7- 545, 3-6- 545, 4-6--3B2, TRUSS HAS BEEN CHECKED FOR 1600 LBS DRAG FORCE (DOL -1.33) BETWEEN JOINT 1 and JOINT 5 TOP CHORD BRACING @ 24".0.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ' ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D),REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES ; COMMENTARY AND RECOMMENDATION.' -MAR 7 2000`. f ' ; r' . . pOOFESSbti� ON 1, Symbols Numbering System - A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/Q * Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. '/8+ C2 Q J5 2. Cut members to bear tightly against each 0 other. 0 �. 3. Place plates on each face of truss at each 3 0 joint and embed fully. Avoid knots and wane - O�y U at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices 78 C7 r D plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber Is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In The first dimension is the width all respects, equal to or better than the grade 4 X 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified.dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfem.f connections to trusses are the responsibilityrof-ottiers-unless shown. `6 BEARING TM 13. Do not overload roof orfloot trusses with stacks of construction materials,': Indicates location of joints at 14. Do not cut or alter truss�mernbers or plate without ` which bearings (supports) occur.prior MITek Industries, Inc. approval of a professional engineer. 1+- r_ , .� ® ; 15. Care should be exercised_i handling,�erectiop � 6 and installation of truss" TM HYDRO III/R ® PANEL ©1993 Mitek Holdings, Inc. p` •, l= CLIP GANG-NAIL ® �t.c:+'.•irJll"" t 58B63 , Customer MEG -6698 ,, Fr i. Mar- 17 10 34:.52,. 2000.!,, Project•:. 729MEG Truss' T-17DRA Fami.ly.# 104 Span 29-2 Quant-ity - i µ Top Pitch 6/12 PLATE'OFFSETS (X -LEFT Y TOP): O7-3,21. - 7-6-13 14-7 ', -'21 7-3 29-2 6 7-;6-13 7=0-3 `7 0-3' � `7-6-13 T. -.. 4X4 * 1 X4 1 X4 2. 4 4X6" ;. ' 4X6. 1 .. . . 6 5X6 3X4 9-10-14 19-3-2 29-2 , 9-10-14 . 9-4-4 9-10-14--� . L• . HL TO PK: `16--3- 1 O R. HL TO PK 16-3-10. LEFT'HEIGHT:,0-4-2 SPAN: 29-2' RISE:7-7-10 RIGHT HEIGHT: 0-4=2 LOADING•' (PSF) MAX STRESSES •MINIMUM GRADE OF LUMBER PLATES: M20-165,142 r.`. L D TOP 1 1-20:491 TOP CHORD: 2X4 No:1&Btr GR OF, TOP 116 15, BOTT 5-6-0.520BOT CHORD:2X4 :No.i&Btr GR:DF-L' r, BOTT O 7 LL.'OEFL.@6-0'.05 < L/360- WEBS ::2X4' STANDARD GR OF -L STR.'INC .: - LUMB - '1:25 "PLATE -'1-.25 SPACING: 24.0., in' o. c. UBC-ICBO, TPI -91 REPETITIVE STRESSES -USED NO. OF .MEMBERS - 1 DEFLECTION (IN.) L. L- 0.05 D_L-O.07.T.L=0:13 :- REACTIONS: SIZE 1-i-1287. 3.50e5-1287. 3.50 UPLIFTS- (LBS) HORIZ. JLBS)fio16O0 r FORCES- LOAD CASE -#I TOP' -CHORD: '..1"_2-1747_ .2 -0--1514; 3-4;--1514.- ,4,-5--1747, ' 60TTOM.CHORD: 5-6- 1554, 6-7- 1061. '7-1= 1553, : WEBS: 2-7.--382, ? 3-7- 545,.- 3-6- 545, 4-6--382. TRUSS HAS BEEN CHECKED FOR 1600 LBS DRAG FORCE (DOL -1.33) BETWEEN JOINT I ana JOINT 5 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED ® 10'0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE: FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. t MAR 1 7 200 PROFES ���' ciE�ONG y NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600; FAX (530) 893-2113 REVISED.STRUCTURAL CALCULATIONS PROJECT] �a H bA E71 P, I D a JG JOB NO. v�18 .LOCATION L OT � SHAD`( C� goVe, � C,H IGd DATE 101 2 2 CODES`:. `Uniform'Building.Code, 1994 Edition AISC, Manual'"of.Steel Construction, 9th Edition ACI; Manual of Concrete Practice,.1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c 2500 psi @ 28 Days Masonry: f'm 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c=.2500,psi,@ 28 days oQ�pFESS104q Steel.Reinforcing: A-615 Grade 40 for #4 and smaller A -615 -Grade 60. for #5 and larger I:l. R/�y� �,y Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B wm Steel Tubing: ASTM A500 Grade A or.'B` 535 0 Machine Bolts., Anchor Bolts:.ASTM A307 Grade A •6/0/ Wood Connectors':. Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D. F. #2. S�9r� CIVIC O���Q' Beams Plywood: APA & Rated Sheathing,s GradeC D UBC D d 25-9 6FCA��F OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1=1992 Simple.Spans: 24F -V4 Combination Cantilevers:` 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: psf Seismic Zone i Wind Speed: mph Exposure:_ Method 2 used unless -otherwise noted.: Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not. specifically addressed in the following calculations and or details are designed by� others and .are. not the. responsibility of NorthStar Engineering. Verification of the soil conditions at the .project site to determine, the expansion index or bearing capacity is by others. Page 1; of RECEIVED. . r y OCT 2 5_1999 BUTTE COUNTY BUILDING DIVISION BY: tr DECLARATION DRI q p� DATE: I I I I JOB NO: ��0� g ENGINEERING 20 CHICO, CALIFORNIA 9'• 530-893-1600 PAGE OF Civil Engineers Planners Surveyors FAX 530-893-2113 IT Uv] 13 . T 2_ IK T-fL- 2 4K ' NorthStar Engineering • title Job # 20 Declaration Drive Dsgnr:. Date 325PM, 11 OCT Description Chico; California 95973 530-893-1600 scope: Fax: 530-893-211.3 G. R�.51=1 General Timber Beam: r Description Beam 2- _ Gerieral Information Section Name •,3.125x15.0 Center Span 16.00 ft ....:Lu 16.00 ft Beam Width 3.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft ' ......Lu 0.00 ft Member Type GluLam Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur.. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 385.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Trapezoidal Loads #1 DL @ Left 65.00 #-/ft LL @ Left 45.00 #/ft Start Loc 10.500 ft DL @ Right ' - 65.00 #/ft LL @ Right 45.00 #/ft End Loc 16.000 ft . Point Loads Dead Load 650.0 lbs 650.0 lbs 650.01bs . - 650.0lbs 650.0 lbs 1,415.0 'lbs Live Load 450.0 lbs '450.0 lbs 450.0 lbs 450.0 lbs 450.0 lbs 985.0 lbs ... distance 0.500 ft 2.500 ft 4.500 ft 6.500 ft 8.500 ft '10.500 ft Summary Beam Design OK Span= 16.ODft, Beam Width.= 3.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.937 : 1 Maximum Moment 19.8 k -ft Maximum Shear:* 1:5 5.8 k. Allowable 21.2 k -ft -Allowable ; 7.7, k ' ' Max.Positive Moment 19.84 k -ft at 8.512 ft Shear: .. @ Left 4.97 k ;. Max. Negative Moment -0.00 k -ft. at 16.000 ft @ Right 3.71 k Max @ Left Support 0.00k -ft Camber:: @ Left 0.000 in Max @ Right Support 0.00k -ft @.Center, -0.506 in - Max. M allow 21.18'Reactions... - @ Right . 0.000 in •:, fb 2,031.95 psi fv 123.43 psi Left DL 2.97 k Max 4.97 k Fb 2,169.17 psi Fv 165.00 psi Right DL 2.23 k Max 3.71 k . Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.337 in -0.564 in Deflection 0.000 in 0.000 in ...Location 8.000 ft 8.000 ft Length/Deft 0.0 0.0 ...Length/Deft 569.0 340.24 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 ..NorthStar Engineering Title: Job ; '20 'Declaration Drive D'sgnr: Date 3:25PM, 11 OCT 99 Description Chico, California 95973 530-893-1600 scope Fax:. '530-893-2113 P Rev 516001 General Timber Beam Description Beam 2 . Stress Caics Bending Analysis Ck 22.210 Rb 17.591 Sxx 117.188 in3 Area 46.875 int Cv 1.000 Max Moment' Sxx Req'd Allowable fb @ Center 19.84 k -ft 109.77 in3 2,169.17.psi @ Left Support 0.00 k -ft 0.00 in3, 2,400.00 psi. @-Right Support 0.00 k -ft 0.00 in3 2,400.00 psi ' Shear Analysis @ Left Support @ Right Support Design Shear : 5.79 k 5.35 k Area Required"35.065 in2 32.402 int • Fv ,Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 4.97 k Bearing Length Req'd -.4.131 in Max. Right Reaction 3.7.1 k Bearing Length Req'd 3.085 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection �• Center Span Location = 0.00 ft 0.00 k -ft 4.97 k 0.0000 in @ Right Cant. Location _ 0.00 ft 0.00 k -ft 0.00 k 0.0000 in ' @ Left Cant,Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in ' NorthStar Engineering Title Job # 20 Declaration Drive bsgnr: Date' 3:39PM, 11 OCT 99' - Description c Chico; California 95973 530.-893-1600 a Scope Fax: 530-893-2113 P CJ Rcc 51'Dtk.t General Timber Beam Description Beam 4 General Information Section Name 3.125x12.0 Center Span 91.00 ft .....Lu 9.00 ft Beam Width 3.125 in Left Cantilever ft Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .. Lu 0.00 ft Member Type .. GluLam . Fb Base Allow 2,400.0 psi Bm Wt. Added. to Loads Fv Allow 165.0 psi Load Dura Factor 1:000 'Pin Fc.Allow 385.0 psi Beam End Fixity -Pin ; E' 1,800:0 ksi Wood.Density . 34.000 pcf Trapezoidal Loads #1 DL @ Left _ 6 5. 00 #/ft LL @ Left 45.00 #/ft Start Loc 0.000 ft DL @ Right 65.00 #/ft LL @ Right 45.00 #/ft End Loc 5.500 ft Point Loads . Dead Load 650.0 lbs 1,415.0 lbs lbs lbs lbs . lbs. Live Load 450.0 lbs 985.0 lbs lbs - lbs lbs lbs ...distance 7.500 ft 5.500 ft 0.000ft 0.000ft .0.000 ft 0.000 ft. Summary Beam Design OK Span= 9.ODft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin ` Max Stress Ratio 0.630 : 1 Maximum Moment 6.9 k -ft Maximum. Shear" 1.5 3.9 k 'Allowable 14.6 k -ft Allowable 6.2 k Max.' Positive Moment 6.86 k -ft at 5.508 ft Shear: @ Left . ' 1.58-k Max. Negative Moment 0.00k -ft at 0.000 ft @ Right. 2.61 k Max @Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support O:OOk-ft @ Center 0.094 in @ Right 0.000 in Max: M allow 14.60 Reactions... - fb 1,097.94 psi fv" 103.98 psi Left DL 0.95 k Max 1:58 k Fb 2,335.44 psi FV 165.00 psi Right DL 1.56 k. Max 2,61 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead. Load Total Load Deflection -0.063 in -0.105 in Deflection 0.000 in 0.000, in ...Location 4.752 ft 4.752 ft ...Length/Defl 0.0 0.0 ...Length/Dell 1,722.3 1,026.94 Right Cantilever... Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 ® �EC E'VE U BUTpF suli_a�r�� ��V,;�;u • NorthStar Engineering ' Title: Dsgnr: Jol # Date: 3:39PM; 11 OCT 99 20 Declaration Drive Description Chico, California 95973 530-893-1600 a cj Scope: Fax: 530-893-2113 O RS; General Timber Beam r Description Beam 4 Stress.Calcs Bending Analysis . Ck . 22.210 Rb 12.264 Sxx 75.000 in3 Area 37.500 in2 Cv. 1.000 Max Moment Sxx Req'd Allowable fb @ Center 6.86 k -ft 35.26 in3 2,335.44 psi @ Left Support .0.00 k -ft 0.00 in3 2,400.00. psi @ Right Support 0.00 k -ft ' 0.00 in3 2,400.00 psi . Shear Analysis @ Left Support @ Right Support Design Shear 2.19 k 3.90'k.. Area Required 13.283 in2 23.631 in2 Fv: Allowable 165.00 psi 165.00 psi ' Bearing @Supports 1 Max. Left Reaction 1.58 k. Bearing Length Req'd 1.310 in Max. Right Reaction 2.61 k Bearing Length Req'd 2.168 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.58 k 0.0000 in Cant. Location = 0.00' ft O.00 k -ft -0.00 k 0.0000 in @ Left Cant.. Location = 0.00 -ft 0.00 k -ft 0.00 k 0.0000 in . NorthStar ENGINEERING Civil Engineers • Planners • Surveyors March 7, 2000 Butte County Building Department 7 County Center Drive Oroville, CA' 95965 Attention: Mike' Vieira RE: Permit # 99-2016 A.P. # 042-340-018 Meghdadi Residence Lot 3 Dear Mr. Vieira, This letter is in regards to the new residence: for Andy Meghdadi on lot 3 in Shady Grove Subdivision in Chico. The attached calculations and details are in response to the building departments' on: site inspection.. I performed an onsite inspection to inspect the shear transfer details and other items noted on the attached calculations. In my opinion the framing I observed was adequate and satisfied the intent of our building plans and the intent of the '97 Uniform Building Code. This concludes my response to this matter, if you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely, QRDVESSIO Jeff Richelieu, PE O M. R� �F' NorthStar Engineering �;�c��`� cyFIFG��y CM BA TqT CIVtk v ���� 0F C AL�F� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 NORTHSTAR ENGINEERING' 20 Declaration Drive Chico, ,CA 95973 (530) 893-16.00 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS . PROJECTLI-1 E(� I �� ID�fJG�i JOB NO. LOCATION L Ci T ` 1_� 5 PrAD - ', VO l/ DATE ©C� CODES:' Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, .9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm 1"500 psi, Mortar: f'c 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel. Reinforcing: A-615.Grade 40 for #4 and smaller pFESSIp A-615 Grade 60 for..#5.and larger oQR Structural` Steel: ASTM A736 -4 M. R/�FGradeSteel Pipe: ASTM A53 Steel Tubing: ATM A500' Grade, A::or B` Zn'achine Bolts, Anchor.Bolts: ASTM A307. Grade- A. - m- 0 ood Connectors: Simpson Strong-Tie.:or equal. °G ood: Struct Lt Framing, Joists.& Planks: D.F. #2 B_ eams, & , Stringers, Posts : & Timbers: D.F. #1, Q. Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 �ql 1M. OR OSB of equal or greater allowable stress FOF.CA��F� Glue-Lam Timber: ANSI/AITC A190,.1-1992 Simple Spans: 24F-V4 Combination Cantilevers 24F-V8 Combination. IAADSi Roof Live Load: I (O psf Floor Live Loud: 4o psf Seismic Zone 3 Wind Speed: % mph Exposure; Method 2 used unless otherwise noted. Allowable.Soil Bearing psf''', AREISPECIAL INSPECTIONS REQUIRED ? D GENERAL: Any 'structural or. non-structural. items'. that. are. not specifically addressed in the following calculations and or details are designed by others and are. not the ;responsibility of NorthStar Engineering. Verification of the soil conditions at '.the' project site to determine -the expansion index.or bearing capacity.is by others. Page l of .J -bl. ., BY: JMR NORTHSTAR ENGINEERING 8/23/99 20 DECLARATION DRIVE JOB NO: 6698 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: TILE ROOF 10.0 PSF 1/2" OSB OR PLYWD: 1.5 PSF FRAMING 3.5 PSF • R-30 INSULATION 2.0 PSF . 5/8" GYPSUM WALLBOARD _ 3.2 PSF. - MISCELLANEOUS 1.8- PSF DEAD LOAD 22.0 PSF. LIVE LOAD 16.0 PSF .TOTAL LOAD 38.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W . = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R =.4.5 FOR, WOOD STRUCTURAL PANELS. SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q . E = p * VW . = 1:5 ' VW :.300W (PER UBC EQ. 30-.1) NET SEISMIC FORCE .300W / 1.4 =.214W WIND: EXPOSURE - -B METHOD 2.. WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF- PRESSURE Ce 0 - 15"' 0.62: Cq*qs*Ce = 0.0117 KSF 15'- 20' 0:67 = 0.0126 KSF 20': 25 0.72 = 0.0136 KSF 25'- 30' 0.76 _ 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the .,engineer then the engineer assumes no responsibility for the entire structure or portions thereof. . •2, All water proofing. and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.).is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should.an unfinished structure be subject to loads then the engineer shall be contacted for an interim design, or if.not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention. of the engineer. 5.* These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. . 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). B y�` . _-_ � 9 y: .f; O i"' .J :5�1 _i BY: 'J rI NdrthStar 20 DECLARATION DRIVE DATE: 2 l0 O CHICO, CALIFORNIA 95973 JOB NO: ,� 3: E N G I N E E R I N -G 530-893-1600 PAGE OF Civil Engineers* Planners *Surveyors fAX 530-893-2113 k i x� :T \� r 2 i p LI Y u Nva I I? M. 4-0 14 � I 1 i t j _.. t i _ _ . e. , — r BY jn 111cwthSr 20 DECLARATION DRIVE .. DATE: I N = CHICO, CALIFORNIA 95973 JOB NO: ��� ENGINEERING 530-893-1600 PAGE OF' Civil Engineers • Planners* Surveyors FAX 530-893-2113 `� ' . - s r t _ - - — -- + z , r ' 4 � I d i-- --- - _.__ , I • I I I 1 i -- - , - i{ f, , ! , r BY: JMR ', NORTHSTAR ENGINEERING 2/9/00 20 DECLARATION DRIVE JOB NO: 6698 CHICO, CA 95973 PG. OF (530) 893-1600; DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER . 1997 UBC.. . MEMBER PROPERTIES: SPAN = 6 FT TRIB: WIDTH = 2. FT LOAD 38 PSF . Fv = 95. PSI Fb =. 825`' PSI ' E _ 1.6 x 10E6 . NOMINAL DEPTH 4 IN Cf = 1.5" ' Cr = 1.15 . F'b = 1423 PSI ACTUAL DEPTH = 3.5 IN AREA = .5.3. IN2. REQUIRED AREA = 3.6 IN2 OKAY S = 3.1 IN3 REQUIRED S = 2.9 IN3. OKAY I = 5.4 IN4 REQUIRED 1 4.6 IN4 OKAY USE 2 X 4 D.F. # 2 24 INCHES O.C. BY: JMR .` NORTHSTAR ENGINEERING 2/9/00 20 DECLARATION DRIVE . JOB NO: 6698: CHICO,, CA 95973- '.. ., .a. PG. OF .. (530) 893-1600 DESIGN OF UNIFORMLY LOADED WOOD, JOIST OR RAFTER PER 1997 UBC. MEMBER PROPERTIES: SPAN 9 FT TRIB.: WIDTH = . 2 FT LOAD = 38 PSF Fv = 95 PSI Fb _ "825 PSI ' . E'=.'.:.. 1.6 x 10E6 NOMINAL DEPTH . _ :. 6 IN Of = 1.3 Cr = 1.15 F'b = 1.233 PSI ACTUAL DEPTH = - 5.5 IN AREA = 8.3 IN2 REQUIRED AREA _ 5.4 IN2 OKAY S = 7.6 IN3 REQUIRED _ S _ 7.5 IN3. OKAY 1 = -20.8 IN4 REQUIRED 1 _ 15.6 IN4. _ OKAY ' USE 2 X 6 D.F. # 2 @ 24 INCHES O.C: NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT J;� fJG JOB NO. LOCAT ION . `L o T S u'A- D I� � IZOy r--: DATE '- CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days - Masonry: f'm =.1500 psi, Mortar: f'c = 1800 psi, Type "S Grout: f'c = 2500 psi @ 28 days R,FHSS10N Steel Reinforcing: A-615 Grade 40 for #4 .and smaller tipe M RIC ��F A-6.15 Grade 60 for #5 and larger Structural Steel: ASTM A-36 cG �5teel Pipe: ASTM A53 Grade* B mSteel Tubing: ASTM A500 Grade A or B 30 chine Bolts, .Anchor Bolts: ASTM A307 Grade A ood Connectors: Simpson Strong -Tie or equal. ood.: Struct Lt Framing,' Joists & Planks: D.F. #2 CIVI Beams. & Stringers, Posts & Timbers: D.F. #1 glFOFCALOQ� Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC..A190.1-1992 -._ Simple Spans 24F -V4 Combination_ Cantilevers: 24F -V8 Combination ' 'LOADS Roof Live Load: I �p psf Floor Live Load: psf Seismic .Zone 3 Wind Speed: mph "Exposure:_ Method 2 used unless.otherwise• noted. Allowable Soil Bearing S 00. psf ARE SPECIAL. INSPECTIONS REQUIRED'? - U .. 4. - .. GENERAL:. Any -structural or non-structural items, that. are not -specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion.index or bearing capacity.is by.others. Page 1 of . BY: JMR NORTHSTAR ENGINEERING 8/23%99 .20 DECLARATION DRIVE JOB NO: 6698 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN`FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. ' GRAVITY LOADS: ROOF: TILE ROOF 10.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.8 PSF DEAD LOAD 22.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 38.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER, UBC TABLE 16 - Q E = p ' VW = 1.5 * VW :.300W (PER UBC EQ. 30-1) NET SEISMIC FORCE .300W /1.4 =.214W WIND: EXPOSURE - B METHOD 2. WIND SPEED 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE -Ce 0 - 15' 0.62: Cq*qs*Ce = 0.0117 KSF 15'm 20' -0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = - 0.0143 KSF 30'- 40' 0.84 ` - 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design, as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. '2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations. are based on a completed structure. Should an'unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention, of the engineer. 6. All, footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY:- J��� NwthStar 20 DECLARATION DRIVE 1 • DATE: P- I CHICO, CALIFORNIA 95973'. J08 NO��9 8 . ENGINEERING 530-893-1600 PAGE 3 OF Civil EngineersPlanners • Surveyors _ FAX 00-893-2111, B f. G-j� �ofJ� t I TOC% gLDGIC �a' l,< ; fir'.' 3 "'1.4 � � . • 0 _ _ _.;. _ P�.�T: - 20 DECLARATION DRIVE DATE; 210, 0 CHICO, CALIFORNIA 95973 JOB N0: - ENGINEERING. 530.893-1600 F : Civil Engineers Planners•Urveyors FAX 530-693.2113" : PAGE � Ci OF _ • fi 61-71 SLASTTq F U� L G-_?� I -` L ' X- LGH'- 1 I i • 7 2r X T YIFW P,. T 1 �� c — - - r t k r T s y t5 .I2..-..� - I_- __-�,4�� � ,a N -, i i - t i b _ BY: JMR` . NOR_ THSTAR'ENGINEERING 2/9/00 20 DECLARATION DRIVE r JOB NO: 6698 CHICO; CA 95973 PG' . OF r, {530) 89371600.: DESIGN OF UNIFORMLY LOADED WOOD:JOIST OR RAFTER PER 1997. UBC. :. MEMBER PROPERTIES: SPAN =. 6 FT_ TRIB. WIDTH = 2 FT LOAD ' = 38 PSF Fv = ., 95 PSI Fb = 825 PSI E = . 1.6 x 10E6 NOMINAL DEPTH = 4 IN Cf = 1.5 . Cr = 1.15 F'b = 1423 PSI ACTUAL DEPTH _ 3.5 IN -AREA = 5.3'. IN2 . REQUIRED AREA = 3.6 IN2 OKAY " S = 3.1 : IN3 REQUIRED S _. 2.9 ` IN3 OKAY _ . . 5:4. IN4' REQUIRED I _ 4.6 IN4 OKAY _ USE 2 X 4 D.F:.# 2 24 INCHES O.C. BY: JMR NORTHSTAR ENGINEERING - 2/9100 20 DECLARATION DRIVE .-JOB NO: 6698 CHICO, CA 95973 a . PG. OF . I _(530)493-1600.: DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER - • 1997.UBC. J MEMBER PROPERTIES: SPAN _ 9 : FT TRIB. WIDTH = 2 FT 'LOAD = 38 .PSF Fv = 95 .PSI Fb = 825 PSI E _ 1.6 x 10E6 NOMINAL DEPTH _ 6. JN _ Cf = 1.3 Cr = 1.15 F'b = 1233 PSI ACTUAL DEPTH = 5.5 IN AREA = 8.3: IN2 REQUIRED AREA = 5.4 IN2 OKAY S = 7.6 IN3 REQUIRED S = 7.5 IN3 OKAY = 20.8 IN4 REQUIRED 1 = , 15.6 IN4 OKAY. USE 2 X 6 D.F. # 2 @ 24 INCHES O.C. 7 MrG �6qg- NOW ��WAROMAN