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HomeMy WebLinkAbout042-770-006J-11 III ,�� �t Y!4 r` 3r" r' u{� kt�t Tj�, F r 11{ ffi Ir{ i! i ;, fl ;Ail r IxE YI tP�1 ]' f t ..: { f!{; � � � 42 � f'l I f j �1 Y , ij •. ! JY t � j Sl 5 i �� i. ti Y.�t Ij 1y - ^ "YP- f • lf.'h'.�.W -;: NY IY.Y. Jr • I CIT 1111L 99-1336 t 11 _ MEGH• • Andrew3J_LO Shady Grove Court, Chico OwnerI, AL a r d � 1 NOTES , POO? 4vmfw— xof Aro ,s ! V CtJQy a& -- y , r CZ'�3-1 � 1Silet� �.cr��yl� 0 OA -Q , ' M 'M t r r RESIDENTIAL 042-3-4.9-018 99-1336 PERMIT NO.. MEGHDADI, Andrew 4 Shady Grove Court, Chico Contr: Owner New Single Family A ! OFFICE COPY Address GAS 'Meter By _ ELECT RI Date - Meter gy SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS' VERIFY USE PERMIT CONDITIONS S,IJB ST,, I40 R.D=Hni_ictt�.c r r— — = — — — i OFFICE COPY Address ` W r r©u{ �� 00 GA� Meter By � Date ELECTRIC�J1L�1— nner— a., Date i. OFFICE COPY '. Address i i' G AS Meter By Date i ELECTRIC Meter By Date j JOB FINALED (Date) Signature 2 ,/ = OK 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils•Size-Depth-Spacing-Connectors-Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal- Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete :4 ' 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date Health Department Approval Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test Card B -T Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card 6-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - t. .2. Footings; Soils•Size-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking =Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal- Enclosures 6. Carports; Windows -Doors 7. Electric ~ 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 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= OK 0 = Not OK - = Not Applicable / = Not Ready Date Uffderfloor (P s) O RESIDENTIAL (Single & Du Grnd.-/ /" 0121 4. Rgt,D6rLrAA & Decks; Soils•Steel-/ /" Ftg. Depth and 8. A'''4"y9 U/S 91D.W.V.; Fall•Fitting-Teel12 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Pipinq; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 4jjEectric Underground 2 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 )eb Date Card B-1 Date PLUMBING (P rmi) OK exce t #'s o x Installed Close to Edge of Studs & C.J. 7 _/Water Htr.; V -A ess ombustion Baffle Equip Ground made up w/Mech Fasteriers-Bond' s & WWter W r Pipe; Test & Anchor -Nail Protection ppliance Circuits ip Kitchen & onductor Size GFI 1 0.W.V.; Test Fittings & Anchor -Nail Protection r1 . Shower Pan Test First Floor -Tub Access Circle / r AI -Oven Circ. D Irysulated Neutral ❑ No 21. Test Tub & Shower, Second Floor -Tub Access Service -Riser Conductors & Ground Main Disconnect as Pipe; Sixe & Anchors uip. Clearances Panels-Motors-Mech. Equip. 60. ,jogInsulation- Date f% rfg Date Card B-1 A Date Card B-1 Card B-1 Date Card B-1 Date I ELECTRICAL (Permit) OK except #'s 23. 2 Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors wall & Openings ize Boxes & No. of Conductors Stapled o x Installed Close to Edge of Studs & C.J. 5 Equip Ground made up w/Mech Fasteriers-Bond' s & WWter 2 ppliance Circuits ip Kitchen & onductor Size GFI -%%7r 'PfjM . Cu o A.C. Wire Size / / g Cu r At Subfeed Wire Size / / gaZe *!'Range Circle / r AI -Oven Circ. D Irysulated Neutral ❑ No jqe61VrA Service -Riser Conductors & Ground Main Disconnect Garage Fire Door; Swing -Landing -Closure uip. Clearances Panels-Motors-Mech. Equip. 60. ,jogInsulation- C thes Closet Light -Shower Light -Spa Light 141.0'Smoke Detector Date J Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 M HANICAL (Permit) OK except #'s Date- Q Gj Date A.C. Ducts Insulation & Support 3 . Vent Fan, Exhaust above insulation 64. ondensate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 . ttic Access & Platform if Furnace in Attic Date// `► I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date KAMING (Permit) OK except #'s }� 4be"Sile-Proper Materials & Anchors 1"t: & Braces -Plates -Sound 420-Bearinq Walls over Girders & Floor Nailinq 48'Draft Stop in Walls (rat proof) 44. irg,.Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date - / FRAMING (Continued) ' fw Joist-Rftr. Ties-PurlirE ice Ties or Type A Flu cce4 , ize & Romex 59!Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 5 wall & Openings S�C 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 airs i ea room -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco esh-Drip Screed -Fd. Vents-Underflr. Access jqe61VrA Area -Glass Protection -S ylig ts- Plastic Garage Fire Door; Swing -Landing -Closure h r Walls; Nailing -Bolts 14W�j qj"l 60. ,jogInsulation- race I /Exterior Wall Pan I ails -Ceilings jI 62. Infiltration -Walls -Windows Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 40 Date Card B-1 Date- Q Gj Date Card B-1 KP Date Card B-1 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-Mech. 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. Fixi. & 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-Mech. 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 I] Yes 82. Following I stld./Drive ] Yes 0 No/Walks ] Yes 0 No/Planters ] Yes 0 No tlew k U0150 -Brown -Finish 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: f eablator� _ The first name in fireplaces t l; Hyj D� / g, �C� . / I 'Fixed B v / • ���/ L i Closed �/ OpenableLFi0xed I t / • •G r+. F v enabl ' sed _� .• /� LJ B i i M ° SID / B T t, { A loo V� TERMINATION CAP® GAS METER '(5(} AIH SUPPLY�INLET ;% RESTRICTION ZONE (TERMINATION NOT�ALLOWED) µ j snY`k Figure 20v a*`<4? ( Termination Cap Location s� zs' f 1 . S�i. '.i SaiR�fy�ttkF✓1^^ii �r 11 F. .•' T g� '�` ry,�' `!'tai• i edp ,WY'*w �..;•e21 +a' ¢tom fid^ i^ a !� r `�`• Dimension Descriptions3� Ktt 40 Clearance to mechanical�alr�supply Inlet6 feet (1�8 '��= �n" ! -Y - b,, rAlrsr.2'''v• �i i A Clearance above the roundT�a` vveranda orch,° m) minimum. q . r'�agr c h' •y� , �p r� ' deck, or balcony�l2 Inches (30`emj=mintmum. ' L tt' � f Clearance above a pavedesldewaik or paved drive B Clearance to window or door that;"2 be o ened - way located onlpublic property 7 feet (2.1 m) mini- 99nches (30 cm) minimums(12 inch minimum in(` �a�� mum..lJse of aCS�will raucethls dimension to � 'y i $ as low as 12 inches„(30icm); �.ZZ 11; C. _. Clearance t'o ermanentl closed window 12 inch ' *M#A .Clearance under veranda°,porch deck, or balcony _ es (30 cm) m nimum`�ecommended to prevent ° 12 inches (30 cm)�mf Imum condensation on wlndowry;;-�* A vent must not term'ina edirectly above a sidewalk - ''L fir.+ - D• _.° Vertical clearance to�ventllated soffit located above �� . or paved driveway whlcFi is located between two a� res # a 5d” a des 'Bx •l1 I the terminal within a horizontal distance of 2 feet (60 - single family'dwellingsand s�eyrves both dwellings, cm) from the center brie of;the terminal - �1'8`�i�nche"s �?, # �_ :Only permitted if veranda porch deck, or balcony is } (46 cm) minimum k it r+ fully open on a minimum;of`2 sides berieath the floor. e E• Clearance to unventilatedrsoffit - 12 inches (30 cm) %406,t minimum. - As specified in Installatioh,00des. Note:" Local " t, F- •_ "Clearance to outside corn" 6 inches as tested. codes or regulations•may`�Aequire different clear- s i G = Clearance to o insid corner 6 inches as tested. ances. ! Hr( = Not to be installed above ameter/regulator assem = Distance required for vinyl soffit materials - 30 inch-�. bly within 3 feet (90 cm) horizontally from the cen- ter -line of the regulator. Canada only. Distance required for vinyl soffit materials with the use of a vinyl soffit shield - 18 inches (46 cm) mini - lo = Clearance to service regulator vent outlet -.6 feet mum. (1.8 m) min. Canada only. tt = As specified in Canadian Gas Association"(CGA) J _':; Clearance to non-mechanical air supply inlet to As s Installation Codes (Gas Note: Local • r building -or athe combustion air inlet to any other Codes or Regulations may require different i appliance 12 Inches (30 cm) minimum. , clearances. r' A = Recommended 30" clearance for vinyl, plastic or ' other materials. ' 4-99 11 i .... 28886C • t T WOOD SYSTEMS ti Certificate of Conformance Certificate 05405.8 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured 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? Z `W 0 c�Q' RP 0 M on � W SECa AL y: • SHIN GoO?,�. fi by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number. (253) 565.7265 t 03/07/00 11:25 SACRAMENTO INSULATION'4 8956512 N0.978 901 r 1309 melody road marysville, ca 95901 (530) 743.9993 (800) 989-9392 fax (530) 943.8999 1 Sacramento Insulation contractors Sacramento Marysville Grass Valley Chico Redding Diamond Springs Modesto Fresno Reno/Sparks Las Vegas 1 Schmid Insulation Contractors, Inc. Ontario Phoenix Poway Los Angeles I Coastlnsulation Contractors, Inc, Martinez Hayward San Jose Santa Rosa 1 Fireplace Systems, Inc. Salinas Hayward Pacific Insulation, Inc Bellingham Woodinville Desert Specialties Las Veoas 1 Gernharl Industries Hlilsboro Clakamas SACRAMENTOCONTRACMRS Insulation • Windows • Mirrors Shower Enclosures • Fireplaces FAX COVER SHEET DATE: I -�� Do — TO: COMPANY:Orju aA t. FROM: Number of pagoincluding cover sheet ANY PROBLEMS Wrili THIS TRANSMISSION PLEASE CALL THE ABOVE, NUMBER wus#x :+***CONFIDENTIALITY NOTICEkk'Fsk##XY***V*Oos****k## This message is intended only for the use of the individual or entity to Which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended iecipient, you are hereby notified that any dissemination; distribution, or copying of this communication. is strictly prohibited. If you have received this communication in error, please notify its immediately by telephone, and return the original message to us at the above address via the U.S. Postal Service. Thank you. $kMk#kbYiMdi►iFi't$:##*YMM4bktk#hY**kMiekk####i#iM7MW7tttkt�#fbb##RFyWYMiMdAsk##iib 03/07/00 11:25 SACRAMENTO INSULATION 4 8956512 N0.978 D02 CERTIFICATION OF INSULATION ADDRESS OR TRACT...'.-.. SACRAMENTO INSULATION CONTRACTORS A k ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. 0202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. 0202026 1 � J 1z�7' 1C C] P.O. BOX 8851, FRESNO, CA 93793-9651 LIC. //202026 t (:1 P.O. BOX 1631, RENO, NV 89505 UC. 010675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSUI,ATION COMPLETED ( SQUARE FEET) I SOUARE'fEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION' TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL MATERIAL FIBERGLASS FIBERGLASS FORM BATTS FORM BATTS 8 SLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT 1 0 MANUFACTURER'S PRODUCT I.O. MANUFACTURER : MANUFACTUR9A. ' • • • MANUFACTURER OCF OCF OCF BAGS R • VALUE APPLIED. R • VALUE'. APPLIED' MIN, INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED." THIGKNE$S WEIOHYPER -SQUARE'FOOT INSTALLED THICKNESS KNEE WALLS IF:R�YALUF IS OTHI_R..70NNALLS.ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR.INFILTRATION SEALANT...: .. MATERIAL MANUFACTURER W R GRACE; THIS jSTQqERTIFYTHAT INSULATION ANDIOR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE 0001 MATERIAL STAN DARDS-AND'•REGULATION'S. SI INSUL N CONmclko. TITL DATE MANAGERSIGNAT -G ERAL RACTOA s►► VLJ TITLE DATE REMARKS SIC -303 8UILDEA COPY COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main, Street Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER i7 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 99'- /. OWNER/ PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 u 4- S L. , 4- a l l I+ f- U; -F a .✓ 1u le- Date it 47 ,9 Inspector�ac REV 1042 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE , ,(; W -133,8 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 completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. k /L4;1 Yi".sr'-< "'p,_ J—'/" A D k 4-i I c.44 s AV j 4,-r.. e5 (;A' ;V C-fo iaL l / Date - REV 1 Inspector jj.. e ��" .....�lWr� ��S-�w-. �.�...r•.G. -. 1"�a - ...-ice-. ". 1 t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. t-ls A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date `7Inspector REV 10/ R I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '• 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 I CORRECTION NOTICE OWN PERMIT NO. A,routine inspect' n 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. I you have any questions pertaining to this matter, or need additional explanation, please contfict this office immediately. S a 1/ t• rt 1; 4_ 1»� lY' K .r t Date 1 qspector REV 10/92 r ;r _ t ' .. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. , (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-340-018 ZONING RT1 A BUILDING PERMIT OWNER MEGHDADI, ANDREW TELEPHONE 893-4816 SO. FT. OCC. BUILDING VALUATION 4 04 R 237,816 OWNERS MAILING ADDRESS 2686 CHANDESE LANE, CHICO 95973 1015 U 18,270 CONTRACTOR'S NAME OWNER TELEPHONE6,032 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 262,118 ARCHITECT OR ENGINEER LICENSE NO. C 053590 Filing Fee $ 20.00 Permit Fee $ 1210.00 ARCHITECT OR ENGINEERS MAILING ADDRESS JEFF RICHELIEU Pian Checking Fee $ 7,R6 50 BUILDINGADDRESS �10 SHADY GROVE COURT, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME SHADY GROVE PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New d Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping stem 1 - 5 outlets 15.00 15.001 Building sewer 15.00 1 9 -nn Mobile Home I S I G I W @20.00 PERMIT FEE $ 213.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, ��i11 do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDs: so. 189-67 ULTI- N"ONRISD. ANCHOUTLET RCUITS @7,50 PSINGOllRET COWELER APPARATUs IR. Ex. Occup.OUTLET oRFocTUREs 20 @'�0° BAL @ .50 Ex. Occup. DUTLETs R=°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEt $ Policy Number (rhe above sections need not be completed if the permit is for work of a valuation ,Pvone hundred dollars ($100) or less.) GPol certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X � Date / Signature of Applicant en Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4 6.00 Occ CONST. TYPE VN TOTAL FEE $ 2 698.67 HAZ. D FEES IMP FLQQD X c`F PARC D ISS This permit is hereby issued under of the Butte County Code and/or in indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dee Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDEN ROD-ALICANT 3`-. '>R7 >w « .� '*'•W . s. t .TI'S\, 'iI" .,I^'iY•'�Ifi.;r f 3i _ _ ay si'r .. ..4:. Y nrr. <� urs: -.r S.. - `b; .J) ji" qL r • .,fir.. . • u , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive M Oroville, California 95965 • Telephone (530) 538-7541 PERWT No. (fiev.12/96) . APPLICATION AND PERMIT ASSESMORPARCELNUMM-3� 7 ' —Irl BUILDING PERMIT OWNER ti /e� T d 0 SO. FT. OCC. BUILDING VALUATION OWNERS MARINO ADORMs (., C 4. Aiti e_ S,e 4Al A /f 4 a CONTRACTOW9 NAME TELEPPON! CONTRACTORS MOULING ADDRESS CONSTRUCI'M LOVER Fireplace LENDOM MAIIMiO ADDROIS H"� Total Valuation ARC cT `- e G LINO' 5 Filin Fee 20.00 Permit Fee d.0 S %pZ ARCWMCT OR ENOMIEERS MA11N0 ADDRESS Plan Checkin Fee $, , B111MOAWRESS �t a.Q ✓ G Energy Plan Checking Fee $ , $ e v PERMIT FEE $ r LOT No. sueavebNVNAMlC-�A e'nrD �J PARCEL � PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USED STRUCTURE SF _Duplex ❑ Mobilehome O Other sPw� Solar or heat um water heater 23.00 Water piping 15-001-50-1 Each as water heater or vent 15.00 � TYPE OF WORK New Addition O Remodel O Utilities O Installation O Other O Describe Work: Gas piping 1 - 5 outlets 15.00 0 Buildingsewer 15.00 Mobile Home S G W (920.00 PERMIT FEE _ t ELECTRICAL PERMIT 0. I Filing Feel 2600V LESS Main Service 20M ORR LIM 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 I hereby affirm under penalty of perjury that I am exempt iron 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 eels. ❑ 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 thisPERMIT WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, forthe performance of wok for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit Is for work of a valuati of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is Issued, 1 ell not employ any person in any manner so as to become subject to works compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit Is required for excavations over 50• deep and demolition or construction of structures over 3 stoles In height ' Main Service 20" To IOWA 4e.00 NEW CONST. DWF11Ma OCCUR SO oR ADDNS. a AOC. PADS. 3.50 FT. MULTI- NOtMESID,NEW COM' AM,'Lm,tT 07.50 POWER APPAMTus a s o OIL Occup. OUTETORFUTMO OX 0 Ex. Occu . oun�°iA°°L1eio.) EEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 FEE = 51 L MECHANICAL PERMIT Filing Fee 20.00 HeatingD' CoolingD ' Hood 6.50 5 Ventilation 8'e ,pip PERMIT FES t �_ Energy Inspection Fee 8 C ?J CONST. P T < T FEE ,� D. FEES wv Reoo COF PARC w ISSUE Th ermit fa hereby Issued under of the Bu an or Indicated above for which fees have By PERMIT EXPIRES ON the a able rov esolutlons to do work (' been -paid. _ Date _ Mate) Receipt No. ci r WHITE •D.D.S.-S.D. CANARY• SS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES.- BUII DING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROP SED BUILDING USE _ V e- c t/ 1. BUILDING PERMIT FEES -- Balance Due ................ IN"oq. 7 $ 7 A. P. # DATE RECEIPT # DATE REC �q 8 9 --Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES I SIA �, / 2 �T aid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 3 62 01 1S - Units ommercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES(p d at Building Divisi Residential (per unit) . x �$Q, #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES • $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHERyc(e�J� �l (:D ire, Pwrl l ��0� f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building p6rmit. These fees may be changed during the plan checking process. APPLICANT ��L.�v�—Y���'��"y DATE fOIlk Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ' ASSESSOR PARCEL NUMBER: y — 3Y Proposed uilding Useorm,� Building Inspector: Date: At time of permit application, I was vised the following data must be submitted prior to Dermit process' issuance: �73� / D ecei ed By K))k items have been submitted -------------------------------------------------------- ------------------------------ t plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Desi npliance and supporting documentation. ---------------------------------------------------- El7. Statement of tent for Non -Heated and A/C Buildings. --------------------------------------------------------- 11 8"'Hazardous Material Form. ------------------- - ------------------------------------------------ - 9 ctured Hoi a data and tion instructions including Tie Down Specifications.------------- --� -' - 1. pact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. Oelifolvjhia Department of Forestry plan approval/fees--------------- ❑13. elevation certificate. --------------------------------------------- wV tion and plot plan approvalC f t- 0 Health Department. ❑ 15. C�ty of Chico plumbing permit. -------------------------------------- ❑ 17. Planning approval for A Use: 1 from the City of Biggs. ---------------------- ❑ 1 . Plot plan and business license approval g PP () - (B) Parking: ki '18. Contact Land Development about i Improvements, ❑ Drainage, 'Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 2 ---------------------- ❑23.0 er-Builder Verification (Given to owner ❑, Mailed to owner ❑). - El. Letter of signature authorization. -------------------------------------------- Q1dV 5. Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.---------------------------------------------------------------------y a 02 . Existin viol tions and/or expired permits. ---------------------------------------------------------------C`-6--- ❑43IV I KG rant Deed, ❑f1vlp. Title, 11Check to H.C.D $ .--------------- 0. Other. t$ C'h%107 Ire,------- Whe ou issue the permffori s as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 3 " and hold foricku / , P p a �/L office. 11 Deliver with inspector. (Date) Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other- D By: 1. Index permit application for the above items numbered: Q lan Check List 2. Additional items required: ti i Contractor, designer, owner, was advised of the above required data by ❑ phone;- b 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 D�co ter, byDate: Contractor, designer . own as of the above r uired data by ❑ phone, ❑ mail, ❑ B i din isio , by Date: r Plans reviewed by: Date: � • Plans approved by: Date: Sets of plans on hol in 0 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: E.H. USE ONLY Plot Pian Attached _ ��.✓ Floor Plan A c fad Sent to B.D. TO: Building Department .. 9 � FROM: Environmental Health SUBJECT: Sanitation Clearance r � elLZ —CJ/� Owner Locat`/ AP# Plan Approved for -wage Disposal Water Supply: Public 2� Private Well Clearance for lling. Other Hold final for: Final clearance O.K. for: NOTE: L-3 1"07 ?" '!�� , A,,' * OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES [a-. NO ❑ 2. I HAVE ❑ HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.provide the proposed construction: NAME: ADDRESS: CITY: PHONE: . CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: A- i k— P� R--� . ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: ADDRESS SIGNED: PROPERTYOWNER: SOCIAL SECURITY / NUMBER:— - , DATE: zo /� Ig NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER.BtIL"i)ER'INFORMA.il'ON' Diar Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of prd&rtY improvements specified. - For your protection, you should be aware that as "owner -builder" you are the responsible party of record on Such a 'permit Building permits arenot required to be signed by property owners unless they are personally perf6iming'&eIr own work. If your work -is being performed by someone other than yourself, you may protect yourself from possibli lialkity it that person applies fdr the"prover permit in his or her name. Contractors are required - by'law to be licensed and bonded by the State of California and to have a business license from the city or co They are also required by law to put their license number on all permits for which they apply. r If you , plan to do your; own work, with the exception of various trades that you plan to'subco fitrac�"Yo'u !should "- be aware of the following information for your benefit and protection: 4 If you employ.,or otherwise engage any persons other than your immediate family, and the work (including- materials and other costs) is $300tor' mole for the entire project, andsuchpersons are not licensed as contractors, or.' subcontractors" then you may be an employer. ♦ If you are an . n erfiployer; .you, must with' the State and Federal Governkiients as an employer and you'.are , subject to several obligations -including state and federal income tax withholding, federal -social security taxes, workers compensation insurance, disability insurance costs, and unemployment* compensation contributions. * There may be financial risks fbi, you if yoii'do not carry out these obligations, and these risks are especially serious with respect to worker's compensatioh insurance. * For more specific information about your obligations gations under Federal Law, contract the Internal Revenue Service (and, I.- if you wish; the U.S. Srnall'Biiiine's�'s Xdrni stratiofi). For more specific information about your obligations under r. State Law, contact the Departriient of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, prolierty'owners who are not licensed contractors are allowed to perform their.' work pe'rso'nally or through their own employees, I ,withbut a licensed contractor or subcontractor, only under -limite df'•. conditions. ."A,.,.ftequent practice of unlicensed pers6n's professing to be contractors is to secure -an "owner builder" building', --permit, erroneously implying I that the - property owner r is . providing his or her own labor, and, material personally. Building periiiits are not req6ired to be signed pro , d by ' . ers'unless they, are performing the"ir'o wh work personally. 1� pertyown Information about hcens�ed c&ntractor's may be obtained by contracting the Contractors State License Board in your: community or at 1020 N Street,• Sacramento, CA. 95814. Please complete the "Owner Builder Wrification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 10e. rely, a, C.B.O. B A 0. Mic el C. Vidira, C.B.O. P . 12 s +Mage'rC,Zuii1diirng Inspection NOTE. This Owner -Builder Information is required by Section -19830 of the California Health and Safety Code,', rM OVER Il) PRO CT PROCESSING R -.rORD APPLICANT: OWNER: PERNM #: A. P. #: WORK DESCRIPTION: 'W NorthStar ENGINEERING Civil Engineers 9 Planners • Surveyors Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Permit # 99-1336 A.P. # 042-340-018 Meghdadi Residence MIJIMr Dear Plan Checker, �+ ja4 ' o lce �• July 13, 1999 aCOUNT*.* LIQ DEpgRTMEW APPROVED 4 This letter is in response to the structural plan check for the Meghdadi residence. 1) � Shearwall schedule has been changed on the plans to match the schedule in the calculations. 2a) The design of line 2 compares wind (Vw = 5.3k) with seismic (Vw = 4.5k) as shown on page 4 of the calculations, so no change is needed. The design of line 3,5 and 6 is already controlled by seismic (Vs = 6.9k) as shown on page 5 and 6 Of the calculations, so no change is needed. Line 4 is controlled by wind the same as line 2, so no change is needed. XDetafl 3/8 revised. c) Detail 3/8 has been replaced by detail 5/8 at this location. The placement of the girder truss is by the truss designer with respect to the bearing wall. 3a) The original calculation is okay as is. A more detailed calculation of the strut force has been provided in the revised calculations, but no change is required to the original plans. Line 3 is supporting the lateral forces generated between grid line A and D as shown on the schematic plan on page 3 of the structural calculations. Forces generated between grid line D and F are resisted at line 2. See note on floor plan. lZ Detail 1/8 has been revised as shown. 4a) Detail 2/8 has been replaced by6/8. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Butte County Page 2 of 2 0 5) Line C resists loads between grid 2 and 4 and halfway to F from line C. Line C also resists loads between grid 2 and 6 and halfway to B from 6) The gravity load at P14 is 26 kips. This will be resisted by the three way footing as shown on the foundation plan, so no revision to the calculations is required. This concludes my response, if you have any further questions, or need further clarification, please call me anytime at 893-1600. Sincerely,• Jeff Richelieu, PE NorthStar Engineering r ` � Northstar Engineering \ V- 20 20 Declaration Drive Chico, CA 95973 / Attn. Jeff Richelieu Re: Meghdadi Residence This transmits structural plan check comments for the subject structure. Shear wall schedule in calculations is not the same as that shown on plans. Please clarify. LINE 2 .I. he design of" Lines" 2, 3,4,5, & 6 should, in my opinion be controlled by seismic 2 oc, ao0• forces. The roof alone tributary to these lines is 0.138 x 90 x 50 x 0.022: 13.66 k. /Detail 3/8 does not agree with truss calculations. Detail needs to be more specific, your hear wall schedule does not specifically state "clips - truss to plate" leaving item open or potential conflict. Trusses D8, D 10, D12, and D14 are 32 feet out to out, consequently truss EG sits to the left of the wall line; is not a gable truss, and does not agree with detail 3/8. Why have a girder truss and a bearing wall adjacent to each other? 3) LINE 3 Y)�5� Disagree with drag strut force. I estimate that of the weight tributary to line 3 20 % is C tributary and 80 /o dragged into line 3. How is this accomplished? See 2a. 11 foot shear wall - please indicate that the plywood goes on the wall before the intersecting wall is constructed. etail5�1/8 - BN boundary nailing of 8d at 6" oc. will not transmit 314 lbs/ft. Please revise or clarify. 4) LINE 4� Please verify that detail 2/8 is the appropriate detail for shear transfer at this wall. 5) LINE C BUTTE What loads are you assigning to this wall? N" �UILDM AMEN!, �cTravity Calculations - P14 appears on plans, but not in calculations. ED I V�VVt Andrew Meghdadi 2628 Chandese Ln. Chico, Ca. 95973 Assessor Parcel Number: 042-340-018pt Building Permit Number: 99-1336 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval. of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: The'following items need to be addressed before plans can be isssued. Plan is in line up for structural review. Our engineer will contact you regarding any questions arising from this review. Provide manufacturer's specifications for gas stove located in the master suite. Materials must show venting requirements and approval of use in a sleeping area. Energy calcs and plans are to coordinate with regards to fenestration area. Provide the size of the entire rough window or door opening directly on the plans. Eenergy calcs cannot be plan checked without this information. �4/Provide proper forms for two water heaters in a single family dwelling. Show in calcs. 6�oil on this site is to be classified by a qualified licensed professional. Depending on the classification, foundation will be required to be designed. uilding designer is to review all trusses for correct spans. Several trusses do not match plans or spans/bearing points. Truss E does not show overhang as on plans. Please check all trusses and provide a letter that review has been made and trussed' submitted are correct. /Provide how gypboard is to be attached to ceiling to comply with fire separation requirements of the code. /I cannot find the size of wall studs on the plans. Please note. (DProvide openable window area of windows in the dining room, library, master suite, family room and bedrooms 3 and 4. 10. nclosed are your school and park fee forms. Pay any required fees at district offices and urn yellow copy to the building department. �Ievelopment on this parcel requires payment into the West Chico Fire Station Fund. Fees Ldife are seventy five dollars. /Provide manufacturer's specifications for all high efficiency heating or cooling units. J� 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, Martha J. Whitney Plans Examiner 2 RESIDE11- IAL PLAN CHECKIN GUIDE . SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Me. No BUILDINGPEI ER: PLAN CHECKER: 1 "l �-% A. P. NUMBER: 70 -Ol? GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. 3. Plans signed by designer. ft% Proper description of work on application. .Existing violations on property. ",Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ' Recorded notice of violation.' + PLOT -PLAN: Complete parcel size and dimensions. . - 2. Setbacks, side yards, easements, etc. 3. Other buildings or structures.. . 4� Grading, fills and/or drainage. ' j! s • , Flood hazard. fe , Special conditions on creation map (Noise, SA.A., Fire SprirWem Water Tender, Trees, etc.).': /7" F.A.U. & F.A.S. road setback. ,e Building or utilities across lot lines (Record form). FLOOR PLAN: - • ' 4, - , Af Complete to scale plan with dimensions. �. Required windows for light and ventilation (Section 1203). ` 3 Required windows for second exit (Section 310.4). 4. Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). 6. Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 9n, r(,V Garage firewall, door size and closer (Section 302.4). K, C, C kto e, ( k 61 Minimum of one TO" exterior door (Section 1004.6). C%i 2. Fireplace and wood stove location, alcoves and clearance. S-DVe. Smoke detectors (Section 310.9.1). C Vj4&4er S'W Ne,) - {ml20 1W Plumbing fixtures, water closet clearances and shower size. 1U.&Z, - -b L141 STRUCTURAL DETAILS: rb be- V a j, -+e,4 Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). O'A GoU O. 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. �Q� �� (TI Foundation plan complete enough to construct building. ��/� Floor construction details complete enough to construct building. /:�-OUI(,�e /hdPX /t10 e1 7. Elevations and wall construction details complete enough to construct building. ' f Roof construction details complete enough to construct building. '(d� d �l� yi CA91 � �-§ Rafter ties or bearing ridge beam. J tJ n Fireplace construction details and calc. if necessary. ��(� BYLc`S� . 7G 11. Garage door and/or porch header sizes. Stud heights. 3. Adobe soils - special foundation design. ?vou ide, 10U/ -b , Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. hd t on ()n 2 June 1997 A -D� 1�i "Dor� comp�i�-�h• Cede 2 I V- >tr- k lasting at au exterior openings. C.D.F. resp6nsible area requirements. Automatic Fire Sprij4der Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazard/EleVation Certificate SRA Requirements - Special fiispection kequ'iremehts dUh1.rtclr r, Automatic Fire Sprinklers kvc7ry? j 5 'fune 1997, A 'W K AIMTC APPLIED TESTING CONSULTANTS M&Majamow MATERIALS ENGINEERING TESTING AND INSPECTION 02 April, 1999 Andy Meghdadi 3416 Kecfer Road Chico, CA 95973 Dear INIr. IMcghdadi, We have completed a laboratory. soil analysis on the native soil for the proposed Shady Grove Subdivision in Chico, CA. The purpose of this analysis was to determine if the native soil at this location is Class 4 or Class 5, as defined in Table 18 -I -A of the 1994 Uniform Building Code (UBC). Two soil samples were obtained from three test holes at locations and elevations shown on the attached profile logs and location map. The soil encountered in all three excavations appeared to be uniform and representative of the two samples tested. We performed a washed sieve analysis on both samples which resulted in 36.2% and 55.9% of the soil particlespassing a #200 sieve. Plasticity index testing was attempted on sample S 1. However, due to the sandy component of the soil the plastic limit of the soil could not be defined. The plasticity index test was terminated and the soil was classified as "non -plastic". A plasticity index test performed on sample S2 indicated a liquid limit of 31 and a PI of 1. Based on the results of our testing, it is our judgement that the native soils at this location are both Class 4 and Class 5 depending on the depth. In accordance with Table 18 -I -A of the UBC; the allowable foundation bearing pressure for Class 4 soil is 1.500 psf:at a depth.of 12" below the finished building pad surface, with increased allowables permitted for width and depth, per Note 2 of Table 18A -1-A. For Class 5 soils, this allowable foundation bearing pressure should be reduced to. 1000 psf. with no increase for width. 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 • .Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS aTc noun= MATERIALS ENGINEERING TESTING AND.INSPECTION Applied Testing Cpnsultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site -or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opporWnity to be of service. Please contact us at the address and number above:if you have any.questions. Sincerely yours, ---------------------- -- Charles J. Roberts, PE 3080 Thorntree Drive, Ste. 35 - Chico, CA 9.5973 - Telephone: ne: (530) 891-6625 - Facsimile: (530) 891-4243 ��� DQ1� �O j 11 1 Profile Log for Test Pit 461 Depth Log" Description Organics Brown Silty Sand w/ i 2 ., Brown Silty Sand (SM), Loose, Moist Sample S1 3 4 Tan Sandy Silt (ML), Loose, Moist 6 i s ! •, Terminated @ -7.0' V Profile Log for Test Pit 02 Depth Loo Description Organics I Brown Silty Sand w/ I I, Brown Silty Sand (Sm), Loose, moist 2 , I, • • 3 1 i 4 ! I Sample. S2 1I I� , 5 j (� Tan Sandy Silt (mL), moderately Dense to Loose, Pioist2 i f i i Terminated @ -7.0' Ml Profile Log for Test Pit #3 Depth Log Description , �r( I Brown Silty Sand w/ Organics: 1' I Brown Silty Sand (SM), Loose, Moist r 2 3 4 + I Tan Sandy Silt (ML), Loose, 1Iloist S rI ' 6 I till I 7 i � I• j��l Terminated @ -7.0' 0 03 r coin � WILDING DEPART;08N"* AP'w"�r"'O""VED vz,�t� • 03 C 03 Fc C) --j 2 1 G) m 0 r1l cl o Zc ca Z 4 0 Lo M z May. -,.26. 1999 10:12AM MITEK INDUSTRIES INC. No.8657 P. 1 Cwatomer MEGAHOADI r. 01535652 1 Mon May 24 10.37:53 1999 Project r: 83404 Tr 50 IO A6 lFamll N 324 Span 3 40-0 Quantity 2 Too P tcr1 6/12 PLATE OFFSETS (s -LEFT Y -TOP): 112.3 2), 113-4,2.61. 1)6.3.71. 08.4,2.51. 1114-431. (115-5.31. ()17.7.4). 1318.5, 1.51. 1-0 4-1-12 7-4- 12-5-15 17-6 - 27-6-1 32-7-13 0 -1-12 4-2-7 5-1-12 5-0 5-0 5-0 5-1-12 4-2-7 -1-12 9LOCKING 8t BRACING 6X8 4X5 5X6 30 4X5 6X8 REQUIRED AT SUPPORT: 4 s 6 7 d 3: to 17 10 1b 14 1> 12 11 3x8 6X10 4X6 10X10 10x10 4x5 4X5 3x6 -1-1 .7-4--3- - -i - -1-12 4-.2-7 5-1-12 5-0 5-0 5-0 5-1-12 4-2-7 -1-12 10 II HOS5 L- HL TO PK: 8-2-9 J c anti vertledtry. Applienbil'ny of design parameters and proper inoorporadon of R- HL TO PK :8-2-9 LEFT HEIGHT: 0-4-3 SPAN: 40-0 RISE: 4-4-3 RIGHT HEIGHT: 0-4-3 LOAOING SF MAX STRESSES MINIMUM GRADE OF LOMB R PLA S:M20-2 0,19C L TOP 6-70.469 TOP CH0R0:2X4 No.16Btr GR DF -L TOP 16 1 BOTT1d-15-0.544 BOT CHORD:2XS No.1 GR DF -L .80TT O LL.OEF'L.®14-0.20 < L/360 WEBS :2X4 STANDARD GR DF -L STRNC.: LUMB 1.16 PLATE - 1.15 SPACING:24.0 in O.C. USC 97-ICBO,ANSI/TPI95 REPt'' ITIVE STRESSES NOT USED NO. OF MEMEERS - 2 OEFLECTION IIN.) L.L- 0.20.0.L-0.27, T.L-0.47 REACTIONS, SIZE: 10--4193, 3.50 10--3531.3.50 FORCES - LOAD CASE 11 TOP CHORD: 1-2. 093 , 2-3--3740, 3-4--6556, 4-6--8330. '6-.8--8774. ,6-7--8774, 7-8--7888. 8-9--6255, 9-10--7288. BOTTOM CHORD: 10-11- 6536. 11-12- 6538, 12-13, 5585. 13-14- 7898. 14-15. 8330, 15-6. 6556, 16-17. 3340. 17-10--031. 18-1--811. WEBS: 2-18--3723, 2-17. 4392. 3-17--838, 3-16- 3915. 4-16--15B2. 4-15. 2181. 5-15--627, 5-14. 546. 6-14--330, 7-14- 1090, 7-13--948, 8-53- 2602, 8-12. 828, 9-12--1C0e. • 9-11- 461. LOAOING STRESS INCREASE LOADING PANELIPLFI / JOINT9(L89) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1-10- 62 SO- 1- 128 2 MESSERS NAILEO TOG. W/1 ROW (S) OF .131:3 1n. NAILS 12 1n, C.C. (TOP CNS.), AND ) POW (S) OF .131:3 )n, NAILS,�$(9��QCNg.1 For Webs use 1 ROW of NAILS 12 In. C.C. .+ .I}UTiE 00UN1 i ING DEPARTM�Z%ofESVO,�F APPmuvEDA Deeign valid for use only wnn M(Tek eonnemcrs. Tnls design Is bhe6d only upon paramaters shown, am Is for an rndividval building component to be insta0ed bsdeG J c anti vertledtry. Applienbil'ny of design parameters and proper inoorporadon of air.,- r4 component is responsibility of bulldrr, Gesa eown Is for lateral suppon of IndlyldUel webt ner - net truss designer. etsUn sh membars only. Additional temporal tracing Insure Up Ok to stability during construction Is the rear onelbahy of the erector. AddlIonal Aarmanent brecing of the overall structure Is the responsibility ef.the t0ding deslprwr. For general guidance rsparding fabrication, quality control, storage. delivery, bracing,'eonault emotion, and OST -88 Ouslity Standard, 096-89 Bracing -. 6pedficadon, and MIB -81 Mandling Installing and Bracing Reaomrnandation available from Truss Plata Institute, 583 D' MITtk Industries, Inc. Onofrlo Drive, Madison. Wi 53719 11 Mas— 26. 1999 10:52AM MITEK INDUSTRIES INC. N o . 8 6 5 7 P. 2 I L Q 1030t5�J , Cuetomvr ; MEGAHDApI Mon May 24 10:37.57 lggg Pro)aCt N: 83404 Truss IO A10 Family N 324 Span 40-0 Quantity 1 Top PStCn : 6/32 MCPS-na Ver -.2.0, 8to (4/5/199G) PLATE OFFSETS (X -LEFT, T -TOP): (12.2. 1.5), ()3.4, 2.51. ()4.3. 3), 116-4, 2.51, 1112.3. 1.51, (113.6, 2.51. aOTT CHOF10 SPLICES: 11-12-3X6: 1-0 i -410-0 0 -1-12 6-2-7 7-1-13 7-o-1 7-1-13 6-2-7 -1-12 BLOCKING & BRACING REQUIRED AT SUPPORT: 6X8 SX6 1X4 6X8 3 4 0 6 14 13 12 11 10 p 3X4 08 3X5 3X8 3X4 1X4 -1-12 6-2-7 7-1.13 7-0-1 17-1-13 6-2-7 -1-12 L. HL TO PK: 10-5-7 R. ML TO PK :10-5-7 DEFT HEIGHT: 0-4-3 SPAN: 40-0 RISE: 5-4-3 RIGHT HEIGHT: O -d-3 LOADING (PSF) MAX STRESSES IX6 a MO M N MUM A O LUMBER PLATES: M20-220, 190 TOP L D To P 4-5-O . eS3 TOP CHORD: 2X4 NO . 16Btr GR DF -L 80TT 160 16 BOTT 11-12-0,531 BOT CHORD: 2X4 No.16Btr GR OF -L LL.OEFL.011-0.12 c L/360 WEBB :2X4 STANDARD GR DF -L STR.INC.• LUMEI - 1.15 PLATE- 1.iS SPACING: 24.0 in O.C. UBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 3 DEFLECTION (IN.) L.L- 0. 12. D.L-0.17, T.L-0.29 REACTIONS. SIZE: 14--1727.3.50 8--1454, 3,50 UPLIFTS (LBS): FORCES - LOAD CASE 41 TOP CHORD: 1-2- 429 , 2-3•-1681. 3-4--2423, 4-5--2817, 5-8--2617• 8-7--2240, 7-8--2672, BOTTOM CHORD: B-9- 2354, 9-10- 2364. 10-11- 2001i1-12- 2423. 12-13. 1412. 13-14--382. 14-1--382. WEBS: 2-14--1681. 2-13- 1654, 3-13--353, 3 -fa. 1212, 4-12--570, 4-11- 234, 5-11--439, 6-11- 738. 6-10. 185. 7-10--360. 7-2- 84, TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCURR-ENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, USC -94 MAY 2 6 1999 aUTT E Cc UNI f ROILDIIVG DEPAR AEN``' 1*0FESS10, APPRvVED Design valid for use only with MiTek connectors. This only design Is eased 4 r u;on parznwters shown, and It rot an IraM110ua1 ^ building component to be Installaa and loaded vsrdcally. Apelk8bIlhr of d `' ealgn paramecere and proper Ir%=rperatien of W. tn � y � �r component 1e reepen ;hilify of budding designer - not cruse deefgne,. Bracing shown Is for lateral suppon cf individual wrb CQ members onfy. Addhlonar temporary bracing to Insure stability during conVrwton Is the rMonsIbllny of the erector. Additional W. Al •pemtartant bracing or the overall structure Is the responsibility a the bulbinp•dealgner. For general guidance regarding tabrlcatlon, quality control, storage. delivery, ereaton, and bradng, consult OST -86 Ouality Standard, DS" gracing Specification, and HIB -01 Handling Installing and Bracing Recommendetion svallable from Ttuaa Plate Institute, sea D• MITsk Industries, Inc. Onofrlo Drive. Madlaon, WI S371S N�ww- i 14 13 12 11 10 p 3X4 08 3X5 3X8 3X4 1X4 -1-12 6-2-7 7-1.13 7-0-1 17-1-13 6-2-7 -1-12 L. HL TO PK: 10-5-7 R. ML TO PK :10-5-7 DEFT HEIGHT: 0-4-3 SPAN: 40-0 RISE: 5-4-3 RIGHT HEIGHT: O -d-3 LOADING (PSF) MAX STRESSES IX6 a MO M N MUM A O LUMBER PLATES: M20-220, 190 TOP L D To P 4-5-O . eS3 TOP CHORD: 2X4 NO . 16Btr GR DF -L 80TT 160 16 BOTT 11-12-0,531 BOT CHORD: 2X4 No.16Btr GR OF -L LL.OEFL.011-0.12 c L/360 WEBB :2X4 STANDARD GR DF -L STR.INC.• LUMEI - 1.15 PLATE- 1.iS SPACING: 24.0 in O.C. UBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 3 DEFLECTION (IN.) L.L- 0. 12. D.L-0.17, T.L-0.29 REACTIONS. SIZE: 14--1727.3.50 8--1454, 3,50 UPLIFTS (LBS): FORCES - LOAD CASE 41 TOP CHORD: 1-2- 429 , 2-3•-1681. 3-4--2423, 4-5--2817, 5-8--2617• 8-7--2240, 7-8--2672, BOTTOM CHORD: B-9- 2354, 9-10- 2364. 10-11- 2001i1-12- 2423. 12-13. 1412. 13-14--382. 14-1--382. WEBS: 2-14--1681. 2-13- 1654, 3-13--353, 3 -fa. 1212, 4-12--570, 4-11- 234, 5-11--439, 6-11- 738. 6-10. 185. 7-10--360. 7-2- 84, TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCURR-ENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, USC -94 MAY 2 6 1999 aUTT E Cc UNI f ROILDIIVG DEPAR AEN``' 1*0FESS10, APPRvVED Design valid for use only with MiTek connectors. This only design Is eased 4 r u;on parznwters shown, and It rot an IraM110ua1 ^ building component to be Installaa and loaded vsrdcally. Apelk8bIlhr of d `' ealgn paramecere and proper Ir%=rperatien of W. tn � y � �r component 1e reepen ;hilify of budding designer - not cruse deefgne,. Bracing shown Is for lateral suppon cf individual wrb CQ members onfy. Addhlonar temporary bracing to Insure stability during conVrwton Is the rMonsIbllny of the erector. Additional W. Al •pemtartant bracing or the overall structure Is the responsibility a the bulbinp•dealgner. For general guidance regarding tabrlcatlon, quality control, storage. delivery, ereaton, and bradng, consult OST -86 Ouality Standard, DS" gracing Specification, and HIB -01 Handling Installing and Bracing Recommendetion svallable from Ttuaa Plate Institute, sea D• MITsk Industries, Inc. Onofrlo Drive. Madlaon, WI S371S May -26. 1999 10:53AM MITEK INDUSTRIES INC. No -8657 P: 3 TOP 16 15 BOTT a-9-0.653 BOT CHORD: 2X4 NO.I& Btr OR OF -L 535654 < L/360 WEBS :2X4 STANDARD GR CUetoMer : PrO)8Ct 0: MEGAHOAOI R3404 Truss IO Al2 Mor: Mygy 2A 10:238: DA 1999 FamToplPlt0 3 4 span, 40-0 Guentlty 1 12 ACI!6-412 VEP. a•O, eI0 (4/6/:949) UPLIFTS (LOS): M098 PLATE OFFSETS (x-LEFT,r-TOP): 112.3. 1.51. 113-4. 2.61. 116.4.2.61. 1111.4.21. 1112-3.21, 13LOCKING A DA, AEOUIRFI, AT Sl' 31 1-0 1 -1 - -1 14-3-15 - 0 5-8-1 5-8-1 5-9-13 5-8-1 5-9-13 5-8-1 5-8-1 6X8 3X4 1X4 8X8 3 4 e a 14 17 1Z I tV • 3X4 3X4 5X6 5X8 3X4 1X4 4-1-12 _4— - 2A-7-13 - - -1-12 8-2-7 5-9-13 5-8-1 5-9-13 8-2-7 -1-12 6 1 L. HL TO PK: 12-8-4 ALEFT HEIGHT: 0-4-3 SPAN: 40-0 R. HL- TO PK : 12-8-4 RISE: g-4-3 RIGHT HEIGHT: 0-4-3 LOADING (PSF MAX STRESSES L TOP 4- 5 0.456 MINIMUM GRAUE OF LUMBER TOP CHORD: 2X4 No.16Btr GR PLATES: M20-220, 190 OF -L TOP 16 15 BOTT a-9-0.653 BOT CHORD: 2X4 NO.I& Btr OR OF -L BOTT 0 7 LL.DEFL.011-0.09 < L/360 WEBS :2X4 STANDARD GR DF -L STR•IINC.: LUMB - 1.15 PLATE - 1.15 SPACING: 24.0 in o.C. UBC 97-ICBO,ANSI/TPI95 REMITIvE STRESSES USED NO. OF MEMBERS - i DEFLECTION(IN.) L.L- 0.08,O.L-0.13,T.L-0.22 REACTIONS, SIZE: 141--1727, 3.50 8--1454.3.50 UPLIFTS (LOS): FORCES - LOAD CASE 01 TOP CHORD: 1-2- 505 , 2-3--1643, 3-4--2043, 4-5--2173. 5-6--2173, 6-7--2085, 7-8--2570, BOT70K CHORD: a-9- 2280, 9-10. 2211. 10-11- 1862, 11-12- 20413. 12-13- 1467, 13-14- 908. 14-1--341, WEBS: 2-14--2194, 2-13- 627, 3-13--165. 3-12- 806. 4-12--A87• 4-11. 164, 5 -IS --356, 6-11- 436. 6-10. 275, 7-10--391. 7-9. 104, TRUSS HA6 BEEN CMECKED FOA 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON 80TTOH CMORO PEA TABLE 15-8. UBC -94 KOILDIM-1 DEPS -i WEE' i"��6 110 !9 ED Design valid for use only with MITek connectors. This design is bascd nnty upon parameters showri, and is for an individual bullding component to be Installed end loaded vertically. Appllca0lllty of deslgn parometers and proper Incorporation of �. component le reaponelDfilty or balldtng designer - no: tNaa deal;ner. Bracing shown is for lateral support of indnidval web MAWN members only. Adci;ianaf temporary braoing fp Insure stablllty during constriction is the reeponelblltty, of the erector. Adddlonsf permanent bracing of the Overall mrumun Is ft las;-,Wbhlty of the oulldlnq, dealoner. For general guidance regarding` labdcatlon. duslity control, storage, delivery, erection, and bracing, consult OST -66 Quality Standard, D815.89 Brecing 8peoifiostion, end HIS -9i Handling Installing and Breeing Recommendation available from Trues Plate Institute. 683 D' MIT*k Industr)o6, Inc. Onolrlo Drive. Madison, WI 53719 MAY 2 6 1999 QR0PES510 - eA O!` 9.30-m May .26. 1999 10:53AM MITEK INDUSTRIES INC. No -8657 P: 4 OS Cuetomerr : MEGAHOADIMOn May 24 10: 3B: 10 1999 ProSeCt N: 83404 Trutsfs IO A14 Familyy N 324 S'Dan I 40-0 Guentlty 1 Too PitCh 6/12 ACLS -32 Ver ,2.0.010t4/6/SGO4l PLATE OFFSETS (x -LEFT, r-70131: 114-A.2.51. (16.4, 2.6) . 110-A.21. 1-0 14-5-6 1 8-10-13 '' 13-1, j 20-0 26-7-13 31311_, a5-6-10 , 40-0 1 TO 4-5-6 4-5-6 4-5-6 6-7-13 6-7-13 4-5-6 4-5-6 4-5-6 OLOOKINO 1 BRA01NO 'EOUtRFD 4T SUPPORT 3x6 1 3X5 1 18 3X4 3X4 3 16 3X4 6X8 10 6X8 e e 14 3x4 13 US 3X4 7 12 11 3x4 a 3x4 10 1X4 1 2s-7-13 - 38-10-4 - -1-12 5-9-1 4-5-6 6-7-13 6-7-13 4-5-6 5-9-1 -1-12 4x6 9 nt�55 L. HL TO PK: 14-11-1 R. HL TO PK :14-11-1 LEFT HEIGHT: 0-4-3 SPAN: 40-0 RISE: 7-4-3 RIGHT HEIGHT: 0-4-3 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L L, TOP 4-5-0.689 TOP CHppRD:2X4 No.168tr OR DF -L TOP 16 1BOTT 12-i3-0.509 6 BOT CHORD:2X4 NQ 16Btr GR DF -L 80TT 0 7 LL.OEFL.®12-0.08 c L/360 REBS :2X4 STANDARD GR OF -L STR.INC.: LUMS - 1.15 PLATE - 1.13 SPACING:24.0 in O.C. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.08,O.L-O.i1.T.L-0.19 REACTIONS, SIZE: 36--1727,3.50 9--1454,3.50 UPLIFTS (LB51. FORCES - LOAD CASE01 TOP CHORD: 1-2- 521 . 2-3--1557. 3-4--1636. 4-5--1840, 5-6--1840. 6-7--1926. 7-e--2280, 9-9--2630. BOTTOM CHORD: 9-10- 2327, 10-11- 2282, 11-12- 2039, 12-13- 1720, 19-14- 1461. 14-15- 1392. 15-16- 495. 16-1--464, WEBS: 2-16--1921. 2-15- 1007, 3-16--385. 3-14- 97, 4-14. E. 4-13. 539. 5-13--412• 8-13- 172. 6-12. 400. 7-12--454, 7-11. 200. a-11--284, 8-10. 71, TRUSS K►S BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHOAO PER TABLE 16-8. UBC -94 AWTTE COUNlY MAY 2 6 1999 fiAJILDING DEPAP;'THEN".! OQ�pfe&slok - OBJ ��� m yk Of Dealpn valla for use only with MITek ebnrectcrs. This design is bas6d only upon p6r;m6t;r; ehavn, and is tot an IndMoual !wilding fwrmponsm to be Inetalleo find Iosd?d vefttcslty. Appikibllhy of de6ign parameter and proper inocrKration of a.. component 16 responelolllty of bulfdlng deafgner • not truss aesipet. P.radng shown is for lateral support of Individual web memDer6 only. Addnlonel temporary bracing to Inure etabllhy during. conetructlon is the reeponstbahy, of the erector. Addhicnal permanent oracing of the overall structure i6 tM reavonslbltlty of the Duadlng doh finer. for general gulCence regarding ftbricabon. Quality control, delivery, _ storage, erection, and bracing, consult QST46 Quality 8tendard, D98-89 Bracing 8pectrkarion, and HIS -91 Handling Installing and Bracing Recommendation available from Trvas Plate Instftuts, %3 D' MITek Industries, Inc. Onofrio Drive, Madison, VA 53719 Of Max, -26. 1999 10:54AM MITEK INDUSTRIES INC. 4 No -8657 P., 5 Customer MEGAHDAOI O S Mon May 2A 10: 38: 17 1999 - ProjsCt 0: R340a Truss TO 3C' Topill III : 303 Spain , 40-0 Quantity ACEr3-32 Vat -.2.0. 810 (41 /4 /1 000) moss PLATE OFFSETS(II-L FT, r -TDP) • 02-3, 2.5), 1)3.3. 2). 114.3, 21. 116•5. 71. 1)e-7. 21. (19.5. 2). 1110•!3.2.61. 1112-3. 21. 1113-3. 21, (11A-3, 31, (118-6.3.2). 1116-7. 31. 11117-5, 2�. I I G. 1. BLOCKING & BRACING REQUIRED AT SUPPORT: BLOCKING & BRACING REQUIRED AT SUPPORT: 5-1-510-0-14r F 15- -7 20-0 4-11-9 r 29-11-2 X34-1�4_ 0-0 5-1-5 4-11-9 4-11-9 4-11-9 4-11-9 4-11-9 4-11-9 5-1-5 5X9 4X8 5X10 4X5 10X10 05 5X10 4X8 5X9 s s s a a s ., 10 is 17 16 15 14 13 12 t 4X9 4X8 5X10 � X102..5 5X10 4X8 4X9 tt 3X4 3X4 -11- 4-1 5-1-5 4-11-9 4-11-9 4-11-9 4-11-9 4-11-9 4-11-8 5-1-5 LEFT HEIGHT: 2-0 SPAN: AO -0 RISE: 2-0 RIGHT HEIGHT: 2-O LOADINGPSF MAX STRESSES MINIMUM GRAD F LUMBER PLATES:M20-220.19 L TOP 5-6-0.408 TOP CHOR0:2X8 N0.1 GR DF -L M18-176,126 TpP 16 15 BOTT 14-15-0.766 BOT CHOR0:2X8 SS GR OF -L BOTT O 7 LL.DEFL.015-0.79 < L/360 WEBS :2Xd STANDARD GR OF -L STR.INC.• LUMS - 1.15 PLAT - 1.15 SPACING:24.0 in D.C. UBC 97-ICBO,ANSZ/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 3 DEFLECTION (IN.) L.L- 0.79.D.L-1.08,T.L-1.87 WEB: 2-18; 3-17: 9-13; 10-12 TO BE 2X4 No.168tr GA OF -L MITek lnduatrles, Inc. REACTIONS. SIZE: 1--4527.3.50 11--4527, 3.50 Onofrlo Drive. Madison. WI 63719 FORCES - LOAD CASE •i TOP CHORD: 2-2--4492 2-3--13388. 3-4--22947, a-5--20883. 6-6--30596, 5-7--30595. 7-8--28683, a-9--2294, 9 -SO --13388, 10-11--4492, BOTTOM CHORD: 11-12. 0. 12-13- 13386, 13-14- 22947, 14-1:1- 281283. 15-18- 28683. 16-17- 22947, 17-19- 13386. 18-1- 0. WEBS: 2-18. 13959. 3-18--3891. 3-17. 9971, 4-17--2760, 4-16. 5283. 5-16--1628, 5-15- 1994, 9-116--1082. 7-16- 1994, 7-14--1628. 8-14- 6983, 8-13--2780, 9-13- 9971, 9-112--3891. 10-12. 13959. LOADING STRESS INCREEASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 2-10- 214 It- 1- 14 MAY 2 6 1999 3 MEMBERS NAILED TOG. W/i ROW(S) OF .131:3 in. NAILS 5 in. o.c.(TOP CHS.). A-40 1 POW($) OF .131:3 1n. NAILS 12 1n. o.c(BOTT. CHs.) For Webs use 1 ROW of NAILS 12 1n. O.C. ��((�{ COU 7,41 NOTE: THIS TRUSS IS PART OF A ROOF SYSTEM WITH A ter, , v- QAJFESSi0,Nr GENERAL PITCH OF 412 OR HIGHER. € iww'G DEPAr�� Y k1~��421 ED 0- y (� V'V _ Desi;n valid for uK only whh MTak conneaora. This deslgn Is based only upon Daramatsra ehov,ri, end la for an IndfAdusl building component to be Instsae: end loaded vertically. Apprcatarny of design snd incorporation cf �•- ����f parameters proper component Is responsibility of buitd�n'e designer . not cuss dasigncr. ercoing is for lateral Individual t■" shown suppon of wet N OF mamban only. Addhlonal temporary bracing to Insure atsbahy au" construction to the responsibility of the erector. Additional s permansm bracing of the overall structure Is the responatblllty of the building oWgner. For general guloance regarding fabrication, control, storage, dermary, bracing, �.� quality areo,iorl, and consult OST -88 Owality Standard, D80419 Bracing Specification, and H1841 Handling Installing aria Bracing Recommendation available from Truss Plate Institute, 643 D' MITek lnduatrles, Inc. Onofrlo Drive. Madison. WI 63719 O Maw -26. 1999 10:57AM MI TEK INDUSTRIES INC. No -8657 P. 14 , custcme�00 True May 25 10: 03: 11 1999 MEGAHOAOI ' Project 0: 83404 Truss IO C6 Family * special Scan A 52-4 Oventaty 3 gap piton 6/12 6/12 CES -32 ver.2.0.61at3/26/19991 MOS PLATE OFFSETS (i•:EF T,T-TOP): ()3-4. 31. 1)4.4.21, 118.5.51. ()11.5.31. ()16=5,31, ()19-6.51. ()Z117. 51. 1-0 13-7-8 26-1-8 49-0 4-1- -4-1 38-8-6 44-11- -4 1-0 -0 3-4-3 4-3-5 5-3 5-3 2- 6-3-7 6-3-7 6-3-7 -0-3 3-4 2-0 314 415+5X 8J8 5112 36 415 4 58X610 419 113 10^tom 1ZX16110 ss� BLOCKING d BRACING 10X10 aEOUIRFD AT SUPPORT 11 01 4X6 33 15 s>�g 4X5 13-7-8 26-1-8 52-4 7- 1§-10-8,24-1-8 4-0 40-0 - 5Q -10;4i 7-4-3 4-3-5 5-3 5-3 2 -10 7-10-8 6-0 8-4 2-6-4 2-0 1-5-12 L. HL TO PK:8-2-10 INTERNAL RISE:1-0 R. HL TO PK :8-2-10 :LEFT HEIGHT: 0-4-3 SPAN: 32-d EASE: 4-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220. 19C L D TOP 7-8-6.427 TOP CHORD:2X4 No. isetr GR OF -L TOP 15 15 SO TT 19-20-0.912 80T CH0RD:2X8 No -1 GR DF -L GOTT 0 7 LL.OEFL.@19-0.52 < L/360 WEBS :2X4 STANDARD OR OF -L STR.INC.: LUMB - '1.15 PLATE - 1.1e.5 SPACING ' 24.0 in. O. CU6C 94-ICBO,ANSI/TPI95 REPETITIVE STRESSES NOT USED NO, OF MEMBERS - 3 CHORD: 3-4: 4-5; 5-5; 8-7: 7-8: 8-9: 9-10: 10-11 TO BE 2X6 No.1 CR DF -L NEB: 4-21; B-19 TO BE 2X4 No.169tr OR OF -L REACTIONS, SIZE: 1--4687.3.50 14--5181, 3.50 FORCES - LOAD CASE e1 TOP CHORD: 1-2--9642, 2-3--9345, 3-4--8359. 4-5--19388. 6-6--19398. 6-7--22802. 7-8--24746, 8-9--17620, 9-10--15403, 10-11--11600, 11-12--6634, 12-13. 650, BOTTOM CHORD: 13-14--590, 14-15- 5307, 15-16. 6651. 18-17- 12=74. 17-18- 15989, 18-19. 19700. 19-20. 24746. 20-21. 22803, 2S-22. 13822. 22-23- 12363, 23-1. 6665. WEBS: 2-23--351. 3-23. 4072. 4-23--5169, 4-22--5677, 4-21. 11121, 9 -21■ -225, 6-21--3789. 6-20- 1271, 7-20--2151. 7-19. 697. 8-19- 11281, 6-18--9002• 9-18- 1861, 9-17--1413. 10-17. 3524, 10 -SB --2789, it -16. 8079. 11-15--1048, 12-15. 1585, 12-14--7663, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LVMBER PLATE TYPE 1 1.15 1.15 UNIFORM 5-13- fit 13- 1. 12B 3 MEMBERS NAILED TOG. w/1 ROM (S) OF .13143 in. NAILS 12 in. O.C. (TOP CF1S.). ANO 1 ROM IS) OF .131.23 1n. NAILtWu lemoC►!S.1 For Moos us• 1 POW of NAILS 12 in. O.C. JnE COUN 'i �L. QROFeSsbh�F ROWING ARTIV,E� %� , Dealgn valld for use only nrith MrTek oonnectcrs. This design is based only upon parameters ehovn, end la for an indivicual building component to be Inetallea and losd6d verdc6lly. Apollcability of design parameters and proper incorporation, of component to responalaiNy or building designer - not true& d6elgntir. Bracing shown I6 for lateral suppon of individvit, webop c members only. Addldonat tampowy bracing to insure stability during construction Is the teepdnalbllhy of the orector. Aca:ycnal MIN ., permanent bracing of the overall mrumre is the tsaponsibitity of the building designer. For general guidance raga ting lebrlc don, quality control, atorsge, delivery, erection• and bracing, conauh 097-86 Oualhy Standard. DOD49 Bracing 6p•ohlcatlon, and HIB -91 Handling Installing and Bracing Recommsndedon available from Truss Plate Institute, 683'D' MITek Industilles, Inc. Onohto Drive, Madison. WI 53719 May -26. 1999 11:19AM MITEK INDUSTRIES INC. No•8651 P.- 62 Customer MEOAFtDAOI 00000 0 J TUB May 25 14: 14: 40 1999 Project tv: R3404 Tru89 TO CIO FeFni1 N special Span 52-4 Ouentity 1 Top P�tch e)/12 Bot Pitch : 6/12 •CES -32 ver•2.0. 830 (3/98/1999) MOS PLATE OFFSETS (z•LEFT. 1.TOP1: ()3.5, 3). lit=5, 2!, (i8=4, 51. lig=4. 3), (i f2=J, 31. lift•3.2), (116•x.5, 4.51. () 17.5, 4.51, if 19=4. J). !120.3.5, 61. 1-0 47-7-15 A-8-1 g-4-3 a3-7-8120-0 r 26-1-8 32-0 38-0 142-11-1J 2-4 .1.-0 4-8-1 4-8-1 4-3-5 6-4-8 6-1-8 5-10-8 6-0 4-11-134-8-2 4-8-1 BLOCKING 8 BRACING 'REQUIRED AT SUPPORT' t' 417 4X6 1 419 7-0 1- 1- - 2 5-10-4 BLOCKING a BRACING 1 OX 1 p 5X9* a9 4>C5 818 4X8 4Xe5 8XQ8 REQUIRED 4T SI 1PPORT 411 8190"0 13-7-8 1-71-7 8 1 -7-8 2-0 1 UxBJ(}1 28-1-8 8-10-8,24-1-8 1.- -3 15-3 2- 5-10-8 211 6-0 • 4 i0 4X6 11 7A 4> 9 711 _,42-11-1 50-10-452;4 4-11-13 7-10-7 1-5-12 L. HL TO PK: 10 -as -7 INTERNAL RISE: 1-0 R. ML TO PK :10-5-7 eLEFT HEIGHT:0-4-3 SPAN:52-4 RISE: 5-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220.190 L O TOP 5-6-0,483 TOP CHCRD:2X4 No-168tr GR DF -L TOP 16 15 BOTT 15-17-0.616 BOT CHORD:2X5 NO.1 GR OF -L BOTT 0 7 LL.DEFL.@17-0,39 c L/360 WEBS :2X4 STANDARD GR OF -L STR,INC.: LUMB 1.15 PLATE - 1.15 SPACING • 24.0 in. O. CUBC 94-ICSO.ANSI/TPI9 R 5 REPETITIVE STRESSES USED NO. OF MEMBES - 1 CHORD: 3-4; 4-5: 5-6: 6-7: 7-8: 8-9 TO BE 2x6 No.1 GR DF -L CHORD: 16-17; 19-20 TO BE 2X8 NC.2 GR OF -L CHORD; 20-21: 21-22: 22-1 TO BE 21(4 No.:68tr OR OF -L WEB: 4-19; 6-17 TO BE 2X4 No.1G8tr OR OF -L REACTIONS. SIZE: 22--2051, 3.50 12--2079. 3.30 UPLIFTS (1.83): FORCES - LOAD CASE01 TOP CHORD: 1-2. 505 , 2-3--2984. 3-4--3357• 4-5--5951. 5-6--6482, 6-7--5138. 7-8--3906. 8-9--2863. 9-10=-2977, :0-11. 525. BOTTOM CHOAO: 11-12--472. 12-13- 2335. :3-14- :906..14-15. 4EO8, 15-16- 4807, 16-17- 5745, 17-18. 6:60. 18-19. 49*50, 19-2C- 5534, 20-21- 2740, 21-22- 2523, 22-1--451, WEBS: 2-22--3585, 2-21- 208• 3-21--157, 3-20- 139d, 4-20--3948. 4-19- 2551. 4-18. 1210. 5-8--695, ::-17. 424• 6-17. 2730• 8-18--2748. 7-1e- 419. 7-15. 51, 7-14•-1132. 8-14- 762. 8-13--1:85. 9-13. 1067, 10-13. 365, 10-32•-3454. NOTE: PROVIDE FOR 0.28 IN. HORIZONTAL DISPLACEMENT AT ONE 6EARINO WEB 2-22: 4-20: 7-14: 8-13 BRACED at 1/2 POINTS AS SHOMN ABOVE MAY 2 � 19 9 9 TRUSS HAS BEEN CHEC4ED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TA31.E 16-8. UBS -9 ;t��'rE C n OQtiOfESSIp, 0 J. A. l 'Y%?l1/v;fi.', . i:... '..' ..'... rcw Design valid for use any with M1Tek cdnnae:mrs. This design is bassd only upon paremstars ehavA, and Is for an Individual CIVIL. oulloing component to be Inersmed and loaded vertically. Appitcaallity of design parameters and propef incorporation e1 ter.•- `1> component Is responelbllfty of building designei . not truss desi.nu. grsoing ;horn is for lateral suppon of individual web Q SOF CALWO members only. Additional temporary bracing to hours stebllfty dmng cone(ructlon to the responsibility of the erecter. Addirlonei pemleatenr bracing of the overall structure la the responamil:y of ;rte building designer. For general guidance regarding . fabrication, quality control, atcrobe, delivery, arwdon, and bracing, consult OST -88 Quality Standard, D0049 Bracing am] A 6lsaclfieatlon, and HIS -91 Handling Installing and Bracing Recommendation a•aileble from Truss Plate Institute, 8113 D• MITaik klduotrles, Inc. Orlofrio Drive, Madison. WI 63719 MaY.t.26. 1999 11:18AM MITEK INDUSTRIES INC. No.8657 P• 60 00000 0 Customer': MEGAMDADI Tua�.May 25 10: 05: 16 1999 Project 0: R3404 Truss ID C12 Farnily 01 special So'en 52-4 Quantity 1 Top Patch 5/12 Bot pitch 6/12 ACES -32 veF,.2.0.BIa(3/25/1999) PLATE OFFSETS (K -LEFT. Y-1013): ()3-5.31. I)5-4.51. 1)7-S. 31. I112.3.21, (i 19.5.5. 41. 1) 15-4.5. 2.51. 1118.5,31, 1`11055 1-�-8-1 11-4-3 18-0 24-1-8 33-6-11 40-11-1348-7-15,52-4 1,-0 H 5� 8-1-T5-8-1 6-7-13 6-1-8 9-5-3 7-5-2 + 5-8-2 5-8-1 I' BLOCKING & BRACING 14X 10 4X5 818 415 10X 10 BLOCKING & BLOCKED AT SUPPORT: REQUIRED AT SUPPORT: 4: 419 1) 1 5&X0 Oxo ori I U10 411 5) 9 1A 4) 9 13-7-8 ��-� 111! ■ o�-s■ [->� ar. 6-1-8 MJ!a=-�E�.> -� X a■oPJMI ZFo a 52-4 -2�-�-5 ' 1-5-12 L. HL TO PK: 12-8-4 INTERNAL, RISE: A -O R. HL TO PK :12-8-e LEFT HEIGHT: 0-4-3 SPAN: 52-4 RISE: 8-4-3 RIGHT HEIGHT: 0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220. 190 L O TOP 4-5-0.580 TOP CHORD:2X4 No.16Btr- GR OF -L TOP 16 15 BOTT 13-140.825 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 7 LL.OEFL.t14a5-0.33 < L/360 WEBS :2X4 STANDARD GA DF -L STR.INC.: LUMS - 1.25 PLATE- 1.15 SPACING : 24.0 in. o. CUBC 94-IC60.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS @ 1 CHORD: 3-4; 4-5: 5-8; 6-7 TO 8E 2x6 No.1 OR OF -L MES: 3-17: 5-15 TO BE 2X4 No.1GBtr OR DF -L AEACTION9. SIZE. 20--2045,3.50 10--2085. 3.50 UPLIFTS (LOS): FORCES - LOAD CASE #I TOP CHORD: 1-2- 573 2-3--3020• 3-4--3728, 4-5--4814. 5-6--4065• 6-7--3761, 7-8--2900. 8-9. 580 . BOTTOM CHORD: 9-10--510. 10-11. 2486. 11-12. 24155. 12-13. 2544. 13 -id- 3761. 14-15- 3635. 15-16- 5041, 16-17- 4534. 17-16. 2953, 18-19. 2749. 19-20- 2749, 20-1--511, MESS: 2-20--3827• 2-19- Be. 2-16--53. 3-18--1230, 3-17- 2489. 4-17--1173. 4-16- 428, 5-16--571, 5-16- 2888• 5-34--2866• 6-14- 407, 6-13--802, 7-13- 1472. 7-12- 27, 8-12- 143, 6-11- 69, 6-10--3617, NOTE: PROVIDE FOR 0.29 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING MES 2-20: 5-14: 8-10 BRACED at 1/2 POINTS AS SHOWN A80YE TRUSS HAS SEEN CHECKED FOR 10 PSF NON-CONCvAQT.NT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE RAY 2`61999 �`,UTT 'L--- GOUNI V ��01IL1DING3 DErPAF 6 iiiil Design valid for use only with MiTak connectors. Trite design 6 based cnrf upon parameters shown, and is for an individual budding corporent m be Installed end loaded venictily. Applicability of design Parsm6ters end proper frrarporitlon of r_ �•- component la responsibirdy of building doslgner . not lives designar. 6rscG6.ih0v1r+ Is tot lateral euppon of Individual web membere only. AodMonal temporary br2dhg to Insure Stability puf;ng ccnetruction is the respons)bnity of the erector. Addhlcn91 PSITTI tent bracing of the overall etrucrure to the responsibility of the building designer. For general guidance regarding fabrication. Quarry oontrol, storage. delivery, erealon, and bracing, consult OST-ei Quality Standard, DSB-82 Braoinp MIS 6paeilleatlon, and HIB -91 Handling Installing and gracing Reoommendatlon avallable from Truaa Plate Institute, 583 D• MITtk Induatrles, Imc. OnoMo Drive, Madleon, WI 68719 Ll May -26. 1999 11:19AM MITEK INDUSTRIES INC. N o . 8 6 5 7 P. 61 00000 0 Customer^ : NEGAHOAOI TUB May 25 10: 07: SS 1999 Pt-o7ect 0: R3404 Truss ID C14 Fart+i ly M 324 Span 52-4 Quantity 1 Top Pitch 8/12 MOSS PLATE OFFSETS lit -LEFT. r-70=): (14.5.31, 116-3.33. 1)8-5.31, 1)18.3.21, 1)18-3.21. 1-0 13-4-3 52-4 ( a-5-6 8-10-13 , 19-9-15 r 26-2 32-6-1 , 38-11-13 a3-S-3�7-10-110 1,-0 4-5-6 4-5-6 4-5-6 6-5-13 6-4-1 6-4-1 6-5-13 4-5-6 4-5-6 4-5-6 rt BLOCKING 8 BRACING REQUIRED AT SUPPORT: 7X10 BLOCKING & BRACING 7 410 4 ;5 5 a8 4 75 5 4EOUIRED AT SUPPORT: 41 G 314 418 4�9 Sig 46 5> 9 48 4A 4X61 11 4 4A 50-10-4 2.9 -4, 8-10-13 03-4-31 19-9-15 26-2 32-6-1 38-tt-13133-5-3 67-10-1,0 52x41 2-9-4 6-1-9 4-5-6 8-5-13 6-4-1 8-4-1 6-5-13 4-5-6 4-5-6 2-11-10 1-5-12 L. HL TO PK: 14-11-1 LEFT HEIGHT: 0-4-3 SPAN: 52-4 RISE: 7-4-3 R. HL TO PK :14-11-1 RIGHT HEIGHT: 0-4-3 LOADING: (P5F) MAX STRESSES MINIMUM GRADE OF LUMBER FAA L TOP 106 D 25 TOP 5-5-0.798 GOTT 16-17.0.643 TOP CHORD:2X4 BOT CHORD:2X4 No.166tr No.16Btr GA GR A 314 418 4�9 Sig 46 5> 9 48 4A 4X61 11 4 4A 50-10-4 2.9 -4, 8-10-13 03-4-31 19-9-15 26-2 32-6-1 38-tt-13133-5-3 67-10-1,0 52x41 2-9-4 6-1-9 4-5-6 8-5-13 6-4-1 8-4-1 6-5-13 4-5-6 4-5-6 2-11-10 1-5-12 L. HL TO PK: 14-11-1 LEFT HEIGHT: 0-4-3 SPAN: 52-4 RISE: 7-4-3 R. HL TO PK :14-11-1 RIGHT HEIGHT: 0-4-3 LOADING: (P5F) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20 -220.19C L TOP 106 D 25 TOP 5-5-0.798 GOTT 16-17.0.643 TOP CHORD:2X4 BOT CHORD:2X4 No.166tr No.16Btr GA GR OF -L OF -L 8077 LL.OEFL.@170,17 < L/360 WEBS ,2X4 STANDARD GR DF -L 5TRIINC .: LUMB - 1.15 PLATE - 1.15 SPACING • 24.0 in. o. CUBC 94-IC80.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 3 REACTIONS. SIZE: 21--2120.3.50 12--2009.3.50 UPLIFTS (LBSI: FORCES - LOAD CASE d1 TOP CSDRD: 1-2. 515 , 2-3--2319, 3-4e-2436. 4-5--2930, 5-6--3209. 6-7--3209. 7-8--3035, B-9--2673. 9-0--2796, 10-11. 495. BOTTOH CHORD: fi-12--441, 12-13. 2155, 13-i4- 2155, 14-15. 2501. 15-:8. 2387, 16-17. 3035. 17-18. 2930, 18-19- 2175. :9-20= 2074, 20-21- 1068, 21-1--459, WEBS: 2-21--2562, 2-20- 1129. 3-20--438. 3-19. 144, e-19--26, 4-18- 1088, 5-18--694. 5-17- 407, 8-17--393, 7-17- 255, 7-16--583, 6-16. 534, 8-15. 19:. 9-15--162, 9-14--113. 10-14. 307, 10-13- 52, 10-12--3264, TRUSS HAS BEEN CHECKED FOA 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BCTTOH CHORD PER TABLE 16-8. uaC-94 �U Pa 'V ED r Deeidn valid for usa only whh MITek connectors. This design Is beeed Only Upon parameters shown, and Is for fin Indlwdusi bulWIN component to be instaned and load6d ver3cally. Ap;rcebAy or daslgn parameters and proper incorporation of ��.. component is responsibility of buliding designer - not truss cksign6r. Bracing arrown to for lateral support of Indlvlduel we, members only. Additional temporary bracing to Insure stability during construction Is.th6 reeoonalpnhy or the erector. Additional. Permanent bracing or ole overall atruotura 13 the 1e9poneibitny of the building designer. For general Guidance regarding fabrication, quality control, etorsge, deevery. erea ion, and placing. consult OST48 Ouslity Standard, DS5-e9 Bracing Spdctlicatlon, and His -91 Handling Inetelling and Bracing Reoommendation evellable from Truss Plata Institute, sea D• MIT9k Industrlea, Inc. Onofrlo Drive, kledlson, WI U719 MAY 2 6 1999 EXP. 9.30-00 rf C1VI1. ��P OF CAL1 C� Mai H- 1999 11:15AM MITEK INDUSTRIES INC. No•865.i P: 52 01535706 Cuotorner : MEGAHDADI Mon May 24 10' 42: 36 1999 Project 0: P3404 Trues ID C16 Falnlly 0 324 Span I 34-6 Ouantity i Top P1tcn 6/12 ACKS-32 Ver•.2.0. 810 (4/6/29619) PLATE OFFSETS IX-LEFT.T-TOP): (15-3, 31, (1a-4,2.51. Ij10.2.1.61. 011-3.21. ()13.3.2), FAUSS -10-3 4-7-13 8-6 8-5-13 5-1-6 4-10-13 .00KING & BRACING 6X8 aUIRED AT SUPPORT' 5X6 3X4 5X6 BLOCKING & BRACING 3X4 3 4 5 B '4A4 j'aED AT SUPPORT: :4 1 14 13 12 11 10 1 3x8 5x6 3X4 5x6 3X5 9 31410-3 11_ -0 24-5-13 -7-3 1 34-9X4 -10-,3 8.1-t3 9-0 4-5-13 5-1-6 4-10-13 L. HL TO PK: 3-2-3 R. HL TO PK : 11-2-6 LEFT HEIGHT: (5-7-3 SPAN:34-8 RISE: B-4-3 RIGHT HEIGHT: 3-0-3 LOADING PSF MAX STRESSES L MINIMUM GRADS -OF LUMBER PLATES:M20-220,190 L TOP 5-6-0.955 TOP CHORD:2X4 N0.16Btr, GR DF -L TOP 18 16 GOTT le -13-0.675 BOT CHORD:2X4 No.16Btr GR OF -L GOTT O 7 LL.DEFL.012-0.04 < L/360 WEBS :2Xd STANDARD GR DF -L STR.INC.: LUMB 1.15 PLATE - 1.15 SPACING: 24.0 in o.C. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS m 1 DEFLECTIONIIN.1 L.L- 0.04,D.L-0.06.T.L-0.10 RFACTICNS. SIZE: 1--1300,3.50 2--1300.3.50 UPLIFTS (L351: FORCES - LCAD CASE 01 TOP.CHORD: i-2--1281, 2-3--469 . 3-4--41g . 4-5--1176. 5-5--3329. 8-7--1322. 7-8--1154. 8-9--1267, BOTTOM CHORD: 9-10- 0. 10-11- 1032. 11-12- 1161. 12-13- 1413. 13-14- 956, 14-1. 0. WEBS: 2-14. 1071• 3-14--16. 4-14--1043, 4-13- 533. 5-13--437. 7-12--181. 6-12- 295. 8-11--83 , 7-31■ 211• 7-10--534. 8-10- 1196, WES 4-14: 6-13: 5-12 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Uee 1x4 or 2x3 Cont.6racing conn.w/2-8o nelle,or T -orate of some size and areae as woo conn. to narrow fact r/100 nails 6 in. o.t TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCUPP.ENT LIVE LOAD ANO 7.00 PSF DEAD LOAD CN BOTTOM CHORD PER TABLE 38-8•' UBC -94 MAY 2 6 1999 �aUTTE COU - k -u -)I DING DEP R i MEN . Ro<< G Y��ti p%V' EM10 W L t .Y . �. 1!/�3/1AriAr�i. t�i'ri,_ •:1:. :r'. .:5' .. .. ..:i;'.:iRleli.:... Design vslid for use only with MTok cenuctors. This design is based only upon peramsttrs sh:.,rt. and is for an individual building component to be installed an'. leaded venicaly. AppilcaNllty, of dealgn parametere and pr^per Incorporation of to component Is responslbillry of buil6ng desi;nar - not truss designer. Bracing shown is for lateral auppen of Indlvldual web member- only. Additional te..worery orating to insure stablltty during conetructbn is fns responstb0.'ty of the erector. Additional permanent bracing of the overall structure is V,e responsibility of the building dealgner. For general guidance n6garding fabrication, Quality comml. storage, detivery. 6racdon, and bracing, consult OST -aa Ouality Standard, DGB-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation av6ltabte from Tues Plata Inethute, sal D' MiTQk Industrlea, Inc. Onotrio or(ve, Madison, %n 93710 s, CIV1���P �dF G,At1F�� Max. 26. 1999 11:15AM MITEK INDUSTRIES INC. 4 No .8657 P: 53 s357o Customer MEGAHOA02 Mon May 24 10: 42: 41 1999 Pr-o)eCt R3404 Truss IO Cie FKMIIToo y #special goon . 34-5 Quantity 1 got pitch 20/12 ....moo -ac ver.a.o, •ia taoisvvw PLATE OFFSETS 0( -LEFTY -70P): I)6.4.2.15). 1)10-2,1.6), 1)11.5.1.5), 3: BLOCKING & BRACING IEOU1RED AT SUPPORT 4-0 3; 18-2 22� -13 1 2a-s-ls 1 3• 4-10-3 a-�-14 8-7-14 4-3-13 8-0-i 6-0-1 5X6 3X4 3X4 6X8 3 4 B 6 11 10 10 3X9 US 4 -ice 0-3_1 11-a-2 I 18-2 122-8-13 I 28-5-15 4 34-8 JX4 4-10-3 8-7-14 6-7-14 4-3-13 6-0-1 6-0-1 & BRACING eT SUPPOR- L. HL TO PK: 5-5- 1 R . HL TO PK :23-5-3 -LEFT HEIGHT: 2-11-6 SPAN: 34-6 RISE: 9-8-8 RIGHT HEIGHT: 3-4-6 LOADING PSF MAX STRESSES MINIMUM GRADE O LUM LATES: M20-220. 190 L TOP 4-5-0.615 TOP CHOR0:2X4 No.16Btr GR OF -L .TOP 16 15 BOTT 13-14-0.563 SOT CHORD:2xe NO.1SBtr GR OF -L BOTT 0 7 LL.OEFL.012-0.09 < L/350 WEBS :2x4 STANDARD GR OF -L STR.INC.: LUMB 1.15 PLATE - 1.15 SPACING:24.0In o.c. USC 97-ICSO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 3 DEFLECTION 11N.) L.L- 0.09. D.L-0.12. T.L-0.20 CHORD: 12-13 TO BE 2X4 STANDARD GR DF -L REACTIONS. SIZE: 1--1300,3.50 9--1300.3.50 UPLIFTS (LBS): FORCES - LCAD CASE 11 TOP CHORD: 1-2--1287, 2-3--1183. 3-4--1036. 4-5--3942. 6-6•-2177, 6-7--3242. 7-8--1185. 8-9•-1259. BOTTOM CHORD: 9-10- 0, 30-11- 1042. 11-12- 0. 12-13- 29, 13-14- 2181. 1d-115- 1942. 13-1. 0, WEBS: 2-15. 1198, 3-15. 171. 4-1S--1137, 4-14. 277. 8-14•-301. 5-13--58, 5-13- :681. 8 -if --loaf. 7-f i- 96. 7-7C•-473, 8-10- SSBI. 13-11. 1538. WEB 4-15: 5-34: 6-11 BRACED at 1/2 POINTS AS SHOWN ABOVE NCLa:Uee 1:4 or 20 Cont.Bracing conn.v/2-80 na:ls.or T -brace of safrs site and grace as weD conn. to narrow fece'w/100 sells 8 in. o., TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCURA°NT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE MAI 2"'0999 "' 99999 S . t: Col Ur�7� Y DEPART INIENV v rC- n . >. 1l%A!11V/1Vfi X. 9-'v0CV Detipn valid for use only -4th MITek conneZ7. This design is based only upon parameters showA. and it for an indi6djei bullding comdonew to be Ins4Vled and loaded venfcally: ApPficabeny of aaalgn psrametore and proper Incorporation of ler CIVIL y�Q' component - not er. Brscfn; dhows la for lateral wppof of NdHlduet Addifi naltt of building eeng mambas only. Acyitiytal temporary bracing Insure n `O�` °F to ro stability du eta111gty during coneyucdon Is the reeponalbllltY of the sr-aor. Add:donal � - Cht�t . pem4nent bracing of the overall structure Is the responslblltty of tete buMtng designer. For gerteral guidance 1e9srding fabrication, quallty control, storage, delivery, erection, and bracing, consuh OST -ea Ovalify Standard, 06849 Braving BpeoNloatlon, and M1941 Handling Installing and Brscing Recommendation evellsble from Trues Plate institute. Sea D' MITek Indust Ise. Inc. OnoMo Drive, Madison, WI 53719 May=- 26. 1999 11:16AM MITEK INDUSTRIES INC. No•8651 P: 54 01535708 Customer: MEGAHDADI Mont Maly 24 10: 42' 413 1999 Project 0: R3404 TrUl9 ID C20 Famil0 special $oan 34-6 Quantity i Top Pitch tch 6/12 Boz Patch 90/12 4IZ6-3:i var. 2.0. 020 (4/6/1999) MOS! PLATE OFFSETS IX -LEFT.? -TOP): (17-3,3), ()11.0.2.31, ()!3.8.31. 3; BLOCKING & BRACING REOUIREO AT SUPPORT 4-0 3'. b -10-J 111-6 118-1-13 1�2 23-7-5 i 30-6 6-10-3 4-7-13 4-7-13 2-0-3 8-t0-11 4-0 5x8 3x4 axe 3 4 6 3X4 ;ING & BRACING ED AT SUPPORT (4 1 '- II 1X4 4X12 10 8-ta-3 1!-2 i 26-4 Js -6 �XS 6-10-3 9-3-10 2-0-3 8-2 8-2 LL HL TO PK: 7-7-14 LEFT HEIGHT:2-11-5 SPAN: 34-6 RISE: 10-8-6 R. HL TO PK :20-B-3 RIGHT HEIGHT:2-2-8 LOADING (P9F) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES' M20-220, 190 L D TOP 2-3-0.784 TOP CHOR0:2XA No.i&Btr GR OF -L, TOP 16 15 BOTT 13-14-0.745 B0T CHORD:2X4 No.i&Btr GR DF -L 80TT O 7 LL.OEFL.012-0.10 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE- 1.15 SPACING:24.0 1n o.c. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.10, 0.L-0.13, T.L-0.23 CHORD: 12-13 TO BE 2X4 STANDARD GR DF -L REACTIONS, SIZE: 1--3300.3.50 10--1300.3.50 UPLIFTS (LOB): FORCES - LOAD CASE 61 TOP CHORD: 1-2--1263• 2-3--1290. 3-4--1163. 4-6--1821. 5-6--2043, 6-7--2480, 7-8--1716. 6-9- 0 9-10--110, BOTTOM CMORO: 10-11- 1501. 11-12- 0. 12-13. 56. 13-14. 2193, 14-16- 1597. 15-1. 0, WEBS: 2-15- 1243, 3-15. 227, 4-15--732. 4-144 369, 5-S4- 720. 6-14--1004• 6-13. 664, 7-13- 342, 7-11--938. 8-11- 42, 8-10--1875, 13-11- 2129, TRUSS HAS SEEN CHECKED FOA 10 P5F NON -CONCURRENT LIVE LOAD AND 7.00 P$F DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B. USC -94 .AUT -TE COUNT 1 riOLDING DEPAR- MEN" Design %Tgd for use only vrhh MTek conneaora. Tnle deeign is meed only upon plifemelara ahowd. and i; hr in individual building component tc be Installed and loaded vertically. 4pliczbirny of dasign parameiere and prooer Incotporamn of �..�•- component Is mpwm ty of building designer n not truss dty curl r. Brectng mnouis t e r Istersl support to L• tlector. web members only. ACSCcrsl temporary bracing to tneure stability curing torttti„ctieri is the resf>onsibilily of utie erector. Additional. yarmanam brachy of the overall structure is Ina responsibility of the building designer. For general gufdama regarding fabrication. Qu" contrct, storage. derrvefy. amcdon. and bracing. consult OST -88 Quality Standard, 1398-99 Braoing 6peciflcedon, and his -81 Handling Installing and Bracing Raoommendatlon sveilabie from Tfues Plate Inethute, 503 D' MITek Industries, Inc. Onofrio Onve, Madison, W18.1719 MAY 2 6 1999 �y\ EXP 9-30-00 •r, CIV11. c�P 0 Cht1��0. May,.26. 1999 11:16AM MITEK INDUSTRIES INC. Customer MEGAHDADI Pro3ecZ tM: R3404 Truss ID Cat Sban 34-6 Ouantlty i ACES -32 ver , 2. 0. 01 O t4/6/ 19991 PLATE OFFSET$ (x -LEFTY -7015): ()5.4,2.51.07.3.31. (Iii -8.2.5). 1113.8,31. BLOCKING & BRACING ,EOUIRED AT SUPPORT: No -8657 P. 55 , Mon May 24 10: 42: 55 1999 Fam110 special Top Pitch tch 8/12 Bot pitch 90/12 14 5 �t B 10 3 I 14 1- 115-2 23-7-6 I 31-0 134 -fly -5-1 4-5-1 5-3-10 4-0-3 5-�-5 7-4-11 3-b 4-0 3'. Sx6 6x6 4 6 1X4 4X12 mass G & BRACING ) AT SUPPORT: (4 1 10 B-10-3 1 18-2 26-4 ( 34-6 4x5 8-10-3 9-3-13 8-2 8-2 ..L HL TO PK: 9-10-12 R. HL TO PK 22-9 . LEFT HEIOHT:2-11-5 SPAN: 34-6 RISE: 11-8-8 RIGHT HEIGHT:1-2-6 LOAD N (PSF) MAX STRESSES M NIMUM GRADE OF LUMBER PLATES: N20 -220.19C L D TOP 6-7-0.817 TOP CHORD: 2X4 No.16Btrr GA SF -L TOP 16 15 BOTT 13-14-0.725 BT CHORO:2X4 Op No.S6Btr GR F -L $OTT O 7 LL.DEFL.@12-0.10 < L/380 W 66 :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in O.C. UBC 97 -ICBG, ANSI/TPI9! REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.10,0.L-0.13,T.L-0.23 CHORD. 12-13 TO BE 2X4 STANDARD OR DF -L ., REACTIONS, SIZE: 1--2300.3.50 10--1300.3.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2--133 2-3. 03-4--1334. 4-5--1162. 5-6--2495. 6-7--2480. 7-8--1707, 8-9- 0 9-:O•-504, ' BOTTOM CHORD: 10-11- 1,150. 11-12. 0. 12-13- 56, 13-14- 1497, 14-1- 976, WEBB:. 3-1--i476, 3-14. 320, 4-14. 299, 5 -SA --510. 5-13. 1441. 6-13--307, 7-13. 342, 7-11--660, 8-11. 88, 8-10--1844, 13-11, 2128, WEB 3-1: 5-14 BRACED at 1/2 POINTS AS SHOWN ABOVE Nots:Vse Sao or 2x3 Cont.Bracin0 Conn.w/2-ea nails, or, T -brace of ear..e siia and grade as weo conn, to narrow tete r/100 nai)s 6 in, a TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCUPPENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TADLMV-2T199 V-2T1JJ OS:ESSIp r It DING CEPART€� `S �aPR "�cF � N`a ^'9 WA R!VfNf Design valid for use only with MITak connectors. This ces:dn is based only upon paremeters shower, and is tot an irdivi:uel GIVI� building component to be ins_ued end Icadad w0caly. Ap;llcabdlry of daslgn paremeters and proper Incorporation, of -C � component is responsibility e! b0zling designer - not truse caWgrisr. Bracing shown Is fbr lateral Support cl individual -s- e Uf CAI�tC members only. Addblonsl temporary bracing t0 insure stability during odnstnlctlon )s the responsibility of the erector. AOCttlanal permanent bracing of the overall Structure Is the re3pon3ibifity of the building designer. For general guidance regarding febrioalion, quality control, storage. delivery, erectbn, Enc bracing, consult 0ST-8a ouality Standard, DES49 Bracing specification, and MIB -91 Handling Installing and Bracing Recommendation avWlable from Trues Piste Institute, 683 D' MITsk Induatrles, Inc. Onefdo Drive, Madison, Y4153719 MaY,,26. 1999 11:07AM MlTEK INDUSTRIES INC L No -8657 P: 35 53°39 Cuatomer : MEGAHOADI Mon. May 24 10: 41: 04 1999 Project as: 83404 Truss IO C Feei,i ly M spec is l SPAT) 35-6 Quantity 6 Top Pitch 6/12 Bot pitch 90/12 ACE(3-32 verr.2. 0. •lo to 161IQ09) PLATE OFFSET$ IX -LEFT. Y -TDP): (36-3.21. 1)8.3, 3), (111.8, 1.51. BLOCKING & BRACING �EOUIRED AT SUPPORT: M06S 1 - 23-11-5 29-A-1 3-6 4-0 4-0 -8 S-0-5 5-9-3 5-9-5 4X4 IX4 5X8 4 5 it X4 Connect truss to irder 3X4 3 7 P, Nip` � 00; Aff/K01 I W. % A001 I I � I h ir ' ��<\ 13 14 1 3X4 3x8 6x1 4-0 3X5 13 11 1X4 3X12 9 with Simpson or equal -� 2 9 hanger. BLOCKING & 13RACING 1X4 `nr,;ocn 'IT C(IpPORT 9 4X6 to I 5-9 11-6 18-2 26-1015-6 5-9 S-9 6-8 �8-8-� 8-6 l L. HL TO PK: 8-4- 1 O R. HL TO PK :22-4-5 LEFT HEIGHT:2-7-3 SPAN:35-5 RISE:10-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES MINIMUM 6RAOE OF LUMBER PLATES: M20-220, 29C L L, TOP 7-80.439 TOP CHORD: 2X4 No.16Btr GR OF -L TOP 16 15 BOTT 10-11-0.501 BOT CHORD:2X4 No.i&Btr GR OF -L 50TT O 7 LL.DEFL.Q12-0.12 < L/350 WEBS :2x4 STANDARD GR OF -L STR.INC.: LUMB - 1.16 PLATE - 1.15 SPACING:2d.0 in O.C. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTIONIIN.) L.L- 0.12. D.L-0.17, T.L-0.30 CHORD: 12-13 TO BE 2X4 STANDARD GA DF -L rEB: 13-11 TO BE 2X4 NO.168tr GR GF -L REACTIONS, SIZE: 1--1338. 3.50 30--1338. 3.50 FORCES- LOAD CASE 61 TOP CHOQO: 3-2--119. 2-3- 0 3-4--1345. 4-5--1700, 5-5--1700. 6-7--2851. 7-8--2834, 8-9--2144, C-10--2393. BOTTOM CHOFD: 10-11- 2124, 11-12. 0. 12-13- 60, 13-i4- 1900. 14-15- 1277, 15-1- 1080. WEBS:, 3-1--1588. 3-15- 373. 4-16--276, 4-14. 766. 5-14--248. 8-14--364. 6-13. 1527. 7-13--283. 8-13- 259. 8-11--833. 9-11111-293. 13-11■ 2528. MAY 2 6 1999 COURW :11-MiNG DEPART �oQ�oFEsslQ�� kP0V tt ® %AIN/Nil - n+aj ri!•l:. ' 'Y=" .... :ii i i ;r�i S' /.(�!i) iiJ:'%i:�ls�: suer• /fir:%r:it r lIS1 Dssion vstid lot us* enly -itn MRek t:dnnaotors. This design is beeeo only upon parameters eno". and 15 for an IndlAdusl CIVi� AN\�• oulicing componen: to be Installed and loaded vertically. ADVIL-Sblllty of design parameters and proper inoorporation of component Is reepcnalolltty of building designer . not )ruse designer. Bracing enowrl le for lateral support of Individual web'- ' t members only. Additional temporary bracing to insure stabifty during construction is the responsibility of the erector. Additional Q � f Vn1114r permanent bracing of the ovcrall atruaturs is the respdn3bility cl the building designer, For genual guidance regarding fabrication, quality control, storage. delivery, erection, end bracing, consult OST -88 Ouality Standard, DSD -89 Bracing Speoifioation, and HIB -91 Handling Installing and Erscing Reoommendstlon available from Truss Plate Insiltute, 583 D` MITsk Industries, Inc. Onclew Drive, Madison. WI 53719 May -26. 1999 11:07AM MITEK INDUSTRIES INC. No•8657 P: 36 t �a0000au 1 Cuctomer : MEGAHDADI Mon May 2,41 10: 41: 10 1999 Pro�eCt 0: R3404 Truss IO C1 Family 0 110 SAen 35-6 Ouentity 1 Top Pitch 6/12 ^ce6-3a ver. a.0,Bier (,c/B/isao) PLATE OFFSETS (z-LEFT.T-TOP): ()7.3,31, 01)-a.21. 3LOCKING & EQUIRED AT 13-5-4 1 7-6 111-6 115-5 X19-6-12 1 27-5-12 1 35-6 i 3-5-4 4-0-12 4-0 4-0 4-0-12 7-11 8-0-4 4X4 1X4 4X6 4 S d SYA 13 12 11 10 1 3X4 3x8 5X8 1X4 3X 5-4 ( 11-6 19-6-12 I 27-5-12 I 35-6 1 3-5-4 8-0-12 8-0-12 7-11 8-0-4 X6 1 MOSS L. ML TO PK: 6-4-10 R. HL TO PK :22-4-5 LEFT HEIGHT:6-7-3 SPAN:36-6 RISE: 10-d-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX S SSE8 MINIMUM GRADE OF LUMBER PLATES:M20-220.19C L Li TOP B-9-0.797 TOP CHORO:2X4 No.16Btr GA OF -L TOP 16 15 BOTT 10-11-0.463 BOT CHORD:2X4 No.168trGR OF -L BOTT O 7 LL.DEFL_911-0.07 < L/360 WEBS :2X4 STANDARD GR DF -L STA. INC.: LUMS - 1.15 PLATE - 1.15 SPACING -24.0 in O.C. USC S7-ICBO.ANSI/TPI9E REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.07, D.L-0.10. T.L-0.17 REACTIONS, SIZE: 1--1336.3.50 9--1338.3.50 FORCES.- LOAD CASE 01 70P CHORD: 1-2--102 . 2-3. 0 3-4--638 . 4-5--1024. 5-6--1024. 8-7--1630. 7-8--1627, a-9--2272, 8OT70M CHORD. 9-10- 2020, 10-1l- 2020, ii -i2. 1141. 12-13. 753. 13-1. 499, WEBS: 3-1--1311. 3-13- 733, 4-13--705. a-12- 705. 5-12--248. 6-12--317, 8-11. 640. 7-11--376. 8-11--855. B-10- 111, NEB 3-1: 4-13: 5-12: 6-12: 8-11 BRACEO at 1/2 POINTS AS SHOWN ABOVE Note:Voe 1x4 or 2x3 Cont.Bracinp conn.w/2-60 niiiils,or T-brece of some size and grade as -sC conn. to narrow face w/10a malls 5 in, c. MAY 2 6 1999 JUTT E- COUNTY' R"JIL'DING DEIP.�RTME d �ea���ON o q� APPRo n, ® ty%1 RNLNCi- Yt'rt y.�ei t urrrtunt:-:x cr: rl l2; it r:. .. ;�'� t; J :'i ,'r,' c C/ 'e� i l.. . i r N.-1 r.' i +/ .RSI' . Or, Ut.Fu/t8 list'. �� Design valid for use only with MITek xnnectors. This design Is beeed only upon parametira shown, and Is for in Individual bulking component to be Insuld-and loalled venicafry. Appllcrbflhy of design parameters and proper Incorporedon of �•• (� rmemers o Is r6 dditio zi t to Dulloofar ng acing to - no; truss deedurin Bracingshowntiis le r Is erfilons sUDpof h arectfusl web . members any. Additional temporary bracing to insure stability during Oonstnretinrt is iia responsiblily ei the erector. Additional ' p:mtanent bracing of ft overall atructuro is the nspctisibility of the building dasigner. For gerwral guidance regarding fabdcailm quality control• eforage. delivery, erection, and bracing. consult OST -se Quality standard, OSS -89 Bracing Specification, and NI&91 Handling Insfslling and Bracing Rxommondadon avallabla from Truss Plata innittra. fin D' NITek kid ustr199, Inc. Onafric Drive, Madison, WI 33719 May -26. 1999 11:08AM MITEK INDUSTRIES INC. ido•8657 P: 37 1535691 Customer : MEGAHOAOI Mon May 24 10: 41: 15 1999 Project 0: R340A Truss IO C2 Sh0 110 en 46-6 Ouantlty 1 TooPaim1P tch 6/12 ACCs -32 v.r•.e.o. eta fA/6/1ooD1 MOSS PLATE OFFSETS (X -LEFT. r -TOP): (13-3,3). 117-3,31. (111.5. 21, 1113.5, 21, 7-0-4 14-0 20-0 24-0 28-0 139-11-121 48-0 1 t 7-0-4 6-11-12 6-0 4-0 1_34-0 4-0 6-0 5-11-12 8-0-4 5X6 1X4 5X6 4 ° Connect truss to girder with Simpson or equal 5X6 5X6 i Isla z 9 hanger. 3 7 BLOCKING 8 1514ACING 3X4 REOUIRED AT glfPPf1PT 4X9 8 2 06 4X6 1 9 15 14 13 12 11 10 4X4 1X4 5X10 4X9 5X10 1X4 1 4- 32-0-12 .32-11-12 - -7-12 -4-8 8-11 8-0-12 8-0-12 7-11 B-0-4 L. HL TO PK: 22-4-5 R. HL TO PK :22-4-5 LEFT HEIGHT: 0-4-3 SPAN:4e-0 RISE: 10-4-3 RIGHT HEIGHT: 0-4-3 LOAD N (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER LA 5:M20- 20,190 L D TOP 8-9-0.705 TOP CMORO 2X4 No.16Btr GR OF -L TOP 16 15 BOTT 10-11-0.556 BOT CHORD: 2X4 No.16Btr- GR OF -L BOTT O 7 LL.DEFL.011-0.12 < L/360 WEBS :2X4 STANDARD GR OF -L PI---ATE STA. INC.,: LUMB 15 PTE - 1.15 SPACING: 24.0 in O.C. UBC 97-IC80, ANSI/TPI95 REPETITIVE STRESSES NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.12.0.L-0.16.T.L-0.28 REACTIONS, SIZE: 9--1674.3-50 15--1974, 3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2. 539 , 2-3--2113, 3-4--2007, d-5--1819. 5-8--1819, 6-7--2345, 7-8--2444, 8-9--3039, BOTTOM CHORD: 9-10- 2713, 10-11- 2713, 13-12- 1807, 12-13. 1687, 13-14- 1350. 14-18- 1350, WEBS. 2-i!--2656, 2-14- 86. 2-13. 683. 3-13--372, 4-t3. 282. 4-12. 356, 5-12--248, 6-12- 33 . 6-11- 769, 7-11--344, 8-11--!92. 8-10- 112. San WEB 2-35: 5-12: 8-11 SPAM et 1/2 POINTS AS SHOWN ABOVE Note:1114 1x4 Or 2x3 COnt.BreCing COnn.W/2-8a nailt,Or T -Grace of terve Site ana grace as -e0 conn. to narrow face v/loo nails 6 1n. o. - MAY 2 6 1999 �RpFECS(p `QUO YG n`Y WMJVhVG- Design valid for use only wGn MITak connector;. This design Is baeeo orgy upon parameters mown, and Is for an In4lvld:51 building oomponent to be lnaall:d and loaded venlcally. Applicability of dosign persmarsrs end proper incorporation of _ ter_•- \'4_ �- component 1a reeponaiblthy of building designer - not truss designer, Bracing shown Is for lateral support of Individual way members only. Addlinnel tempcvsry bracing to insure stability during construction Is the reeponalDUlty, of the erector. Add doral lei permanent bracing of the overall stricture Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection, and bracing. consult 09T -W Quality standard, OSB -e9 Bracing "C"Ication, and HIS41 Handling Installing and Bracing Rtoommendsllon available from Truss Plate Institute, W D' MITek Industries, Inc. Onofric Of I-@, Madison, VA $3719 MaY- 26. 1999 11:08AM MITEK INDUSTRIES INC. No•8657 P•. 38 CuetOmer : MEGAHpAQI 01535692 MOp May 24 10: d1: 22 11299 Project lir: 83404 Truss IO C3 Fariily M 110 Sp6an 48-0 Quantity 1 Top Pitcn 6/12 ACES -32 Va-.P.0. 610 (4/6/1999) PLATE OFFSETS (X -LEFT, y-TOc1 : 10-3,31. 07-3. 31. 1111-6. 2). 11 Q-5.21. 1-0 i 7-0-4 I 14-0 20-0 ?J-0 �8-0 J4-0 39-11-12, 48-0 7-0-4 6-11-12 6-0 4-0 4-0 6-0 5-11-12 8-0-4 BLOCKING a I 4EQUrRED AT E 4: 5X6 1X4 5X6 4 5 5 B e M055 4X1 1X4 5X80 4X8 5X10 1A 7 -o -a 1- 15-11-4 32-0- -11-12 - 1- -12 8-11 8-0-12 8-0-12 7-11 8-0-4 5-4-8 L. HL TO PK: 22-4-5 R. HL TO PK :22-4-5 LEFT HEIGHT:0-4-3 SPAN:48-0 RISE:10-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES MINIMUM GRADE --6F LUMBER PLATE$: M20-220. 190 L Ll TOP 8-9-0.748 TOP CHOR0:2Xd No.19Btr GR DF -L TOP 113 15 BOTT 10-110.581 BOT CHORD:2X.6 No . i&Btr GR DF -L BOTT O 7 LL.OEFL.®110.14 4 L/360 WEBS :2X4 STANOARD GR OF -L STR.INC.: LUMB 1.15 PLATE - i.i9 SPACING:24,0 In G.C. UBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i OEFLECTION ON.1 L.L- 0.14, D.l.-0.19, T.L-0.33 REACTIONS, SIZE: 9--1757.3.50 15--19137.3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2. 577 . 2-3--2484, 3-4--2376. 4-5--2018. 5-6--2016, a-7--2529. 7-8--2628• 8-9--3222. BOTTOM CHORD: 9-10- 2676, i0-11- 2876, 11-12- 1971. 12-13- 1917, 13-14- 2302. 14-13- 2302. 15-1--604. VERS: 2-15--3482, 2-14- 100, 2-13--86, 3-13--373• d-13- 650. 4-12- 267. 5-12--248. 8-12- 122. 8-11.- 759, 7 -ii --344, a-11--591. a-10- 112. ME8 2-0: 5-i2: B-11 BRACED at 1/2 POINTS AS SHOWN ABOVE ME8 2-15 BRACED at 1/3 POINTS AS SHOWN ABOVE Nota: Use 1x4 of, 2:3 Cont.8recing conn,w/2-80 nalle.ar T -bract of some size and grade as web comm. to narrow face w/1Od nails 5 1n. o.: MAY 2 6 1999 "JUTT E COUNT f 41 -DING DEPARTAEAppi G ® WARNING - 6 r+if ;de;ifnr J,.arrrecc,: ,n.d RI:Al:: • i':'%: ';Ii '!'I:;.S t*'V) 4'ribC11S4'S1Gf. BFFORE US! Design valid for use only with MITek connectors. This design is pss^d only upon parameters enow4, and le Tor an Indivilm `r C building component ro be Installed and loaded vertically. Appllcabirry of design pararnaters and proper inoerporatien orcornoo mernbo em le re ddltio al t of building designer - rat trues daelgne:. Bracing shown Is for lacerti suppof of Ierect r. web membero only. ACdltixtal temporary Dredng to insure afabifity dun•t; conaVU.^tbn Is the reaponelDllRy of the erector. Aodtpcnel Permanent bracing ef the overalf s'ruclura is the rc3pcinsibirdy of e:e building designer. For general guidance regarding fabrication, quake control, storage, delivery, erection, and bracing, consult OST -08 Oualhy Standard, OSB -Be gracing apeoHicaflon, and HI69t Handling Installing and Bracing Reeommendatlon available from Truss Plata Insi(me, $63 0' MITek Industries, Inc. Onofrlo Drive, Madison. WI S3719 May -26. 1999 11:09AM MITEK INDUSTRIES INC. N o . 8 6 5 7 P: 39 . GR OF -L of SS BOTT 13-14-0.633 Customer : MEGAI-IDADI No.168tr Mon May 2d 10. A I: 28 1999 Project 0: R3404 Truss ID C4 Familyy M 110 Span . 48-0 Quantity i Top Ptcn : 6/12 Acer -32 ver.2.0, Old ('411/6/1900) SPACING:24.0 in MO55 PATE OFFSETS (=-LEFT, v -TOP) : 1)3-3.31. J)7-3.3). 1113.5, 21. i 7-0-4 14-Q 120-0 �4-0 2A-0 34-0_ 39-11-12, 48-0 11r0 7-0-4 6-11-12 6-0 4-0 4-0 6-0 5-11-12 8-0-4 Connect truss with Simpson iNra 4; to girder or equal 5X6 1X4 5X6 4 0 e 13 1 1X4 5X10 4X1 5X10 1X4 7-0-4 I 15-11-424-0 32-0-1 39-11-12 48-0 7-0-4 8-11 8-0-12 8-0-12 7-11 8-0-4 L. HL TO PK: 22-4-3 LEFT HEIGHT:0-4-3 'fit -Mymr_ 1M.W SPAN: 4e -O RISE: 10-4 R. HL TO PK : 22-4-3 RIGHT HEIGHT:O-A-3 3 P L D TOP 1-2-0.806 TOP CHORD:2X4 NO.16Btr GR OF -L TOP SB SS BOTT 13-14-0.633 BOT CHORD: 2X4 No.168tr GR OF -L BOTT O 7 LL.DEFL.012-0.16 < L/360 WEBS :2X4 STANDARD GR DF -L STIR. INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in O.C. UBC 97-ICSO, ANSI/TPIt35 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.I6.0.1.-0.22.T.L-0.38 REACTIONS, SIZE:9--1900. 3,50 1--1824.3.50 FORCES - LOAD CASE -1 TOP CHORD: 1-2--3452. 2-3--2786. 3-4--2679, 4-5--2177. 5-8--2177. 6-7--2679. 7-8--2778. 8-9--3372. BOTTOM CHORD: 9-10. 3010, 10-i1. 3010, i1-12. 2105. 12-13. 2105. 13-14, 3081, 14-1. 3081. WCO2: 11 14- 112. E 12- ".". 12- 77:. 4-13- 104, 5-12--249. 6-12- abn, 6-11- 789. 7-11--3d5. 8-11--�90. 84-13-.76(3. 8-10. 112. WEB 2-13. 5-12: 6-11 BRACED at 1/2 POINTS AS SHOWN ABOvE Note:Use 1:4 or 20 Cont.Brecing conn. -/2-80 nells.or T -orate of same site and grace as web conn. to narrow face w/SOd nails 6 in. o. MAY 2 6 1999 ,BUTTE COUNT f Y l "VE D cr ® 11:9lth'/NG-Vcri�y Crr:klr liu�tnrecm n: sr 111:1::: ..':; ',':" '':i '•.rf.:�'/.^lit is^ 1_.RSr, $!I)l:.i.4.F01?E USE, Design valid Tor use only wnh MITak connectors. This design is bued cnby upon partmeters shown, a -d is for an individual ��R C building component to be Installed and loaded vertically. Applica9ntty of design parameters end proper Incorporation of �.�•- mcomponentbeonly. . Addiiicf zlty m tomry p designer •not truss deadening construction shown t for lateral wiper. of individual web members cndy. ndd'niontl temporary braornq ro Insure sabllhy during conetrualon Is lite reepon&bitdy of Cite erector. AddNonal parmantrnt brecinq of the overall structure la She reeoonttlbdilry of ms oullding designer. For general g,ldance regarding fabrication. Quality ccntrcl• storage, delivery, emotion, and bracing, consult OBT-68 Quality standard, DBB-as Braclnp Speelflosdon. and HID -61 Hendling Inataliing and Bracing Recommendation available from Truss Plate Institute, 683 D' MITek Indualrlee, Inc. Onotrlo Odve, Madison, WI 63710 May.- 26. 1999 11:IOAM - MITEK INDUSTRIES INC' No -8657 P.' 41 cuatomer : MEGAHOAOI 1535625 Mon. May 24 10. 41: 40 1999 Project �: P3404 Trues IO CA Fam`iI M 324 Span 48-0 Quantity 1 Top Pitch . 6/12 ACRS -32 Ver.Q,O. 810 (4/6/1000) PLATE OFFSETS (t -LEFT, T -TOP): (13.3, 3). 114.5. 3). 116.3, 3). 1111.5. 2). 1112-3. 21. 6-11-6 I 13-10-13 20-10-3 27-1-13 F 34-1-3 41-0-10 1 48-0 I 6-11-6 6-11-6 6-11-6 6-3-10 6-11-6 6-11-6 6-11-6 Connect truss to girder with Simpson or equal 4; 7X10 8X8 4 6 14 13 12 It 10 9 1x4 3X4 SX6 5X10 3X4 1X4 5-11-6 13-10-13 20-0 1 28-0 . 34-1-3 1 41-0-10 46-0 1 6-11-6 6-11-6 6-1-3 8-0 6-1-3 6-11-6 6-11-6 3 B muss L. HL TO PK: 23-3-11 R. ML TO PK :23-3-11 LEFT HEIGHT:0-4-3 SPAN:48-0 RISE:11-1-2 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES MINIMUM GRAD OF LUMBER PLATES:M20-220.19C L L, TOP 1-2-0.772 TOP CHOR0:2X4 NO.16Btr GR DF -L TOP 16 15 BOTT 14- 10 .548 SOT CHORD: 2X4 No . I&Btr GR OF -L 'BOTT O 7 LL,OEFL.012-0.16 4 L/360 WEBS :2X4 STANDARD GR DF -L TR INC.: LUMB 1.16 PLATE - 1.15 SPACING:24.0 in O.C. UBC 97-ICBO.ANSI/TPI95 MEPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.16.D.L-0.22,T,L-0.37 REACTIONS, SIZE: 1--1813, 9.50 a.-1813.3.50 FORCES - LOAD CASE 61 TOP CHORD: 1-2--3388. 2-3--2839, 3-4--2322. 4-5--2023. 5-6--2322, 6-7--2839, 7-8--3388, BOTTOM CHORD: 8-9- 3011, 9-10. 3011, 10-11- 2540, 11-12- 2023, 12-13. 2540. 13-14- 3011, 14-1- 3011. WEBS: 2-14- 96, 2-13--528, 3-13- 329. 3-12--707, 4-12. 834. 4-11- 0, 5-11. 834, 6-11--707. 6-10. 320. 7-10--528. 7-9. 96. WEB 3-12: 4-11: 6-11 BRACED at 1/2 POINTS AS SHOWN ABOVE NOte:Use 194 or 20 CDnt.Bracing conn. -/2-80 npils.Or T -Orate of same S12e an0 grans as web Conn. t0 narrow face w/100 nails 6 1n. 0. (�l-11E.DING DEPARTME MAY 2 6 1999 �Qa0FcSSI0---Z` 0 A WARVA,rG, . Verify de.4p: �llfTrLT76.'.7.: rrtu r':i/':; ' :,'' . ..• i:i.r.'.; :. i%:7,'s. .�rrJ�: ItEPC.)rtE [)Ct: P Design voila for use only Win MITok eonmetors. Thte design le beeed only upon paramoters sho", and is for an individual building component to be installed and loaded venioally. Applicability of design parameters and proper Incorporadon of �. �.•- f�4 \. component Is responsibility of building de lgner . not trust;deslgner. Bracing shown Is for lateral support of individual -vb members only. Additional temporary bracing to Insure stability during construction Is the responsibility or the erector. Additional O� Permanent bracing of the overall structure Is the responsibility of the bufidlne destgner. For general guidance regarding fabrication, auatlry control, storage. delivery. erection, and bracing, cornu; OST-ae Ouellry standard, 0613-a9 Orecing spectflcatfen, and MIS -01 handling installing and Braoing Reoommendation available from Truss Plate Institute, sed 0' MITsk Industries, Inc. Onatrio Drive, Madison, WI 68719 s-310-ou e May .26. 1999 11:10AM MITEK INDUSTRIES INC. No - 8657 P'• 42 r: • Customer : MEGAHDADI 01sBst3 Mon May 24 10:41:46 1999 Pro) •Ct 0: 83404 Trues ID CB Feirni 1 N 33A Seen 48-0 Guentity i TOO P tCn / 612 ACE! -38 ver -.2.0, 014:(4/6/100g) PLATE OFFSETS (X-LEFT,T-TOP): ()3-3.31. 04-6.31. ()B -B.31. 1)7-3.31. ()11.3.21. 1113.3.21. 12-6-13 18-10-3 24-0 29-1-13{ 35-5-3 41-8-10 48-0 6-3-6 6-3-6 6-3-6 5-1-13 5-1-13 6-3-6 6-3-6 6-3-6 Connect truss to girder 7X10 1X4 7x10 with Simpson or equal 4 s 6 29 hnnnnrr Is 8 0 MOSS 14 13 12 11 10 3X4 5X6 4X9 5x6 3X4 9-6 18-0 1 9-6 8-6 24-0 31-0 39-6 48-0 8-6 ' 6-0 7-0 8-6 L. HL TO PK: 21-0-14 R. HL TO PK :21-0-14 LEFT HEIGHT: 0-4-3 SPAN: 48-0 RISE: 10-1-3 RIGHT HEIGHT: 0-4-3 LOADING (PSF) MAX STAESSES MINIMUM GRADE OF LUMBER PLATES: M20-220,140 L O TOP 7-8-0.397 TOP CHORD: 2X4 No.16Btr GR DF -L TOP 16 16 BOTT 14-1-0.640 BOT CHORD:2Xd No.16Btr GR DF -L BOTT 0 7 LL.DEFL.012-0.16 < L/3130 WEBS :2X4 sTANDARO GR OF -L STR.INC.• LUMB- 1.13 PLATE - 1.16 SPACING: 24.0 in O.C. UBC 97-ICBO,ANSI/TPI95 REPETITIVE STREssES USED NO. OF MEMBERS 1 DEFLECTION(IN.) L.L- 0.16.0.L-0.22.T.L-0.37 REACTIONS, SIZE: 1■ -1853,3.50 9--1813.3.60 FORCES - LOAD CASE rt TOP CHORD: 3-2--3385. 2-3--3112, 3-4--2487, 4-5--2281, 9-6--2281. 6-7--2554. 7-8--3166. 6-D--3400, BOTTOM CHORD: 9-10- 3019. 10-11- 2615, 11-12. 2168. 12-13. 2173, 13-14- 2515. 14-1. 3006. WEBS: 2-14--312. 3-14- 383. 3-13--606. 4-13- 563. 4-12- 230. 6-12--3tO. 6-12- 238. 6-11- 595, 7-11--683. 7-10- 432. 8-10--299. WEB 3-13: 5-12 BAACED at 112 POINTS A9 SHOWN ABOVE Note:U3e 1x4 Or 20 Cont.8fscing conn.w/2-8a neila,or T -brace of same size en0 grace as well conn. t0 narrow face w/100 nails 6 In. o. MAY 2 6 1999 BUTTE CQUNI �0� a �}► WAPAJJVr: burry dey�r i . •:rti. . , a.; ;i l:% / I.. Design .aid for use orily whh MTak conreaar. . This aeelgn IS based only upon peremetera sho-tf, and is for an individual buliaing camporneni to be Installed and ksded vertically. APPllcEtbilhy of design paralneters and proper Incorporation of Z's component Is responsibility at building ds6:gner - not Wse deslgner. Bracing Mown k for lateral support of individusf -4b members only. Adetttonal temporary Wacl.N b insure stability during construction Is the'reeponslohhy of the erector. Additional OF permanent oracing at. file overall structure is the responsibility of the building dealgner. For general guidance regarding feorleattan, qualify control, storage, delivery, erection, and bracing, consult OST48 pua)fty Standard, DS"9 Bracing 8 601'kedon, find HIS -91 Handling Installing and Bracing Recommendfillon avahabte from Truce Plate Institute, &U D MITek Indu9lrieo, Inc. Onafrto Drive. Madison, WI 53719 MaY•26. 1999 11:I1AM MITEK INDUSIPIES INC. NO -8657 P. 43 :7-7-14 LEFT HEIGHT:0-4-3 SPAN -38-0 RISE:9-1-3 RIGHT HEIGHT: 5-4-3 Customer': MEGAHOADI Truss ID 015358 7 CC Mon may 13241:82 1999 Project ts: SDOn R3404 38-0 Quantity 1 Top Pytch : 6/12 i ACES -32 Ver -.11111.0. 010 (4/6/1999) PLATE OFFSETS (n-LEFT.T-TOP): Ila -4.2.51. 05-4.2.51. (10.2.1.51. 1110-4,21. 1)11.3.21. 5-7-6 , 11-2-13 16-10-3 24-0 f 31-1-13 38-0 5-7-6 5-7-6 5-7-6 7-1-13 7-1-13 5-10-3 Connect truss tO girder wit—�2.a °n or equal hanger. 4X6 1 6X8 1X4 6X8 4 5 6 moss 3X4 7 & BRACING T SUPPORT: 13 12 11 10 9 1X4 3X4 5x6 5x8 3x5 e 3X4 5-7-6 11-2-13 16-10-3 24-0 31-1-13 I 38-0 5-7-6 5-7-6 5-7-6 7-1-13 7-1-13 6-10-3 L. HL TO PK:18-10-1 R. HL TO PK :7-7-14 LEFT HEIGHT:0-4-3 SPAN -38-0 RISE:9-1-3 RIGHT HEIGHT: 5-4-3 LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220. 19C L Li TOP 4-5-0.746 TOP CHORD:2X4 No.16Btr GR OF -L TOP 25 15 BOTT 12-13-0.416 BOT CHoRO:2X4 Np.SSBtr GR OF -L BOTT O 7 LL.DEFL.012-0.08 < L/350 WEBS :2X4 STANDARD GR OF -L STR. INC.: Lume - 1.15 PLATE - 1.15 SPACING: 24.0 in o.C. UBC 97-ICBG•ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION IIN.) L.L- 0.08, D.L-0.11. T.L-0.19 REACTIONS. SIZE: 1--2433.3.50 8--1433. 3.110 FORCES - LOAD CASE 01 TOP CHORD: 1-2--2654. 2-3--2218, 3-4--1760. 4-5--1481, 5-6--1481. 6-7--1042, 7-8--1386. BOTTOM CHORD: a-9- 0. 9-10- 931, 10-11- 1372. 11-12. 1984. 12-13- 2355. 13-1- 2355. WEBS: 2-13. 78. 2-12--416, 3-t2- 267, 3-11--584, 4-11- 503. A-10--142. 5-10--443. 6-10- 853. 6-9--613, 7-9. 1171. MED 4-10: 5-10: 6-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Uae 1:4 or 243 Cent.8racing conn.w/2-a0 nalls.er T-oracs of same size an0 grass as weo conn. to rarrow face ■/104 nails 6 in. o. MAY 2 6 1999 4'UT TE COUNT V -�,_)ILDNG DEPARTME A WARNINC - Vr»n, ./,:akar i. ?t-,.:r.,r.-r•::r ::... ". '_: :.' 'i.:.:i .) rl.: •':.K: F(% USE. NO. C0499 19 Ocsign valid for use only with MITek connectors. This design is basad only u;_n parameters anowd, sno Is for sn Indlvidu:: E.XF Q.�tr�r�-� building component to be Installed and loads e vertically. Applicability of doslpn psrsmst;rs snd Draper incorporalien of 000111111111. "o -W component is reaponeiblity of Wilding deslgrwr - not truss designer. Bracing 6ncwn le tot lateral suppon of Individual -•a= mehlbera only. Additional tem;.ofey bravng to Insure atablIlry during construction :s the re'sponalblliri of the erector Aacircrst J;- CIViL parmanem bracing of the evereh structure 16 the responet0tllty or the oulldtng eeslgner,.FW gsneral guidance regarding 4 P fabrication, quality control, storage. delivery. erection. and bnoing..00nsuh OST -68 Quality Standard. DSO -89 DfWng bpeefffaadon, end NIS -91 Handling Installing and Bracing Recommendation evelleble Irom Truss Plate Institute, 6&1 0' MITek Ind ustrlss. Inc. f CALW Onafrlo Drha, Madison. WI $9719 May .26. 1999 WHAM MITEK INDUSTRIES INC. No -8657 P. 44 C Customer MEGAHDADI Mon May 24 10:41:59 1999 Pro)er,t so: R34O4 Truss ID CO Family • 324 Span 38-0 Ouantlty 1 Top P1tcm : 6/12 ACEs -32 var.2.0. 111C114/113/1999) most PLATE OFFSETS (s -LEFT, r -10P): (13-A.2.51. 05-4.2.51. ()9-2.1.5). () 10-4.21. (111'3.21, 7-5-114-10-3 21-0 27-0 33-1-13 , 38-0 1 7-5-1 7-5-1 6-1-13 6-0-1 6-t-13 4-10-3 Connect truss to girder With Simpson or equal 4; 6X8 3X4 1X4 6X8 3 4 8 8 13 i2 11 10 9 1x4 3X4 5x6 5x6 3x5 e 3X4 7-5-1 14-10-3 I 21-0 27-0 33-1-13 138-0 I 7-5-1 7-5-1 6-1-t3 6-0-1 6-1-13 4-10-3 & BRACINt 4T SUPPG=. L. HL TO PK: 15-7-3 R. ML TO PK :5-5-1 LEFT HEIGHT: 0-4-3 SPAN: 38-0 RISE: 6-1-3 RIGHT HEIGHT: 5-4-3 LOADING_'PsIle MAX STRESSES MINIMUM GRAD OF LUMBER PLATES' M20-220, 19C L TOP 1-2-0.716 TOP CHORD: 2X4 No.1SBCr GR OF -L TOP- 16 15 - GOTT 12-13-0_461 BOT CHOR0:2X4 No.1&Gtr GR OF -L REPETITIVE ST ESSES USED NO, OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.08,O.L-0.11,T.L-0.20 REACTIONS. SIZE: 1--1433, 3.50 13--1433.3.50 FORCES.- LOAD CASE t1 TOP CHORD: 1-2--2525, 2-3--1923. 3-4--1786. 4-5--1481. 6-6--1<Bf, 6-7--883 . 7-8--1400. 80TTON CHOQD: B-9- 0, 9-10- 789, 10-11. 1786. SS -12. 1719. 12-13, 2244, 13-1. 22L4. NESS: 2-13. 103, 2-12--589, 3-12. 361. 3-11- 106,' 4-11. 3, 4-10--487, 5-10--377, 6-10. 1090, 8-9--781. 7-9. 1565, NEB 2-32: 4-30 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Uss I&A or 2:3 Cont,Bracing eonn,r/2-80 na))s,or T -Croce of saga size and grape as woo Conn. to narrow fete r/Sod malls 6 M. 0. -JUTE GOMnY MAY 2 6 1999 'WILDING DEPARTRAD QKoctssro r f o NG ;u, A WAR/vING-;�:(y.%e::�.•jr,:n.rr:C' ?. :'.':ii:.::.U:lrF'iY)kl:1/.SI;'. .`.-� Deelgn valid for use any with MiTOK connectors. This design is lsacd any upon parameters Shown. and Is for an tndwhuai !wilding component w oe Installed and loaded verocatly. Applicabsfty or deogn parameters end Proper Incorporation of r-- mernDeoompontnt is .Gbpocs!Is[ t of bonding acing to •nor Wsa deaipnr. 6onsr shown Is for lateral edppdm of In reaCl. w•eb M11 memDara only. Acdit;c"5I temporary bracing [o insure e[eDlllry OuArt(I cvn�trvalcn IS rho reepon6lbllhy of the ereaa. add'nionsn permanent bracing of ne overall Structure Is ma reeponsIDlaq of me building designer. For general guidance regarding fabrics0on. QUAY ooaud, swage. delivery. fraction. and bracing. ccnsuh OST46 Ouallty Bfandard, DBB-66 Breoing •3peclQceflori, end HIB -et Handling Inetflllny Grid Bracing Recommsndetlon available from Trues Plate Inethute, 563'0' MiTek Industries, Inc. 01101`110 Drive, Madison, sin 63710 sig V OrCI lu May,26. 1999 11:12A1,1 MITEK INDUSTRIES INC. No•8657 F'• 45 LEFT HEIGHT:0-4-3 SPAN:36-4 RISE:7-1-3 RIGHT HEIGHT:6-2-3 Cufstomnr- Pro)ect •: MEGAHDAOI P3404 Truce ID CE MOn May 24 10: 42: 06 1999 Fam11Y N 324 9pAn 36-< Quantity 1 Top Pitch : 6/12 ACES -32 ver.2.0. DIC (•/6/1909) No. ICStrl moss PLATE OFFSETS (x-LEFT.T-TOP): ()3.4.2.51, (1e-3.31. ()6-4, 2.51. 09-2. 2.51, (1 t0 -e•1.5), (i 11.3, 21. ()12.3.21. -1-1 4 6-5-1 6-5-1 7-5-13 7-4-1 7-5-13 1-2-3 Connect truss 1`.it" Simoson --ALR 4: togirder 6x8 5X6 1X4 6x8 or equal 3 4 D e dxa 13 12 11 10 9 1X4 5X6 5x6 3X9 4x5 -4 1 27-835-1-13 4 6-5-1 6-5-1 7-5-13 7-4-1 7-5-13 1-2-31 L. HL TO PK: 1d -d -t3 R. HL TO PK :2-3-14 LEFT HEIGHT:0-4-3 SPAN:36-4 RISE:7-1-3 RIGHT HEIGHT:6-2-3 OADING (PSF MAX STRESSES MINIMUM GRADE -OP GRADE-OP LUMBER PLA S:M20-220.190 L TOP 3-4-0.793 TOP CHORO:2X4 N0.16Btr GR OF -L TOP 18 SS BOTT 12-13-0.441 BOT CHORD.,2XA No. ICStrl GR OF -L BOTT 0 7 LL.DEFL.@11-0.09 < L/360 WEBS :2X4 STANDARD GR OF -L 3TR.INC,: LOMB - 1.1°5 PLATE -- 1,15 SPACING:24,0 in c.c. UBC 97-IC80.ANSI/TPI95 REPETITIVE STRESSES USED NO, OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.09,D,L-0.12,T.L-0.20 REACTIONS, SIZE: 1--3370.3.50 0--3370,3.50 FORCES - LOAD CASE 41 TOP CHORD: 1-2--2,60. 2-3--1946. 3-4--1877. 4-5--1375, 5-6--1375, 8-7--239 . 7-8--362. BOTTOM. CHORD: 8-9- 0. 9-10- 213. 10-11- 1877. 11-12- 1739, 12-13. 2m. 13-1- 2185. WEBS: 2-13- eg. 2-12--500. 3-12. 323. 3-11- 183. 4-11--18, 4-10•-670. 5-10--459, 6-50- 1538. 6-9--1181. 7-9. 1239, WE8 a-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:USe 1xd or 2x3 cont .arecamp conn,w/2-80 noIIa.or T -brace of same 51Ze ane grace ae web conn, to narrow face w/ too ne33a 6 1m. o.t JUTrE MAY 2 6 1999 , �'ARiPtA a 1 9goofEss10, F P SVEn 19. .iai WAR.N1AT Vsri�'v n'.•r ;in:i,•,:e :...... i. % /1F: (IR (.1,>l , Design valid for use on,y with MiTak eonneaore. This cee:rr. le Dasod only upo1+ psrim6tera shown, and Is for sn Indh1dual budding component is be Installed and kted6d vertio0 j. k:iicebility of dnign paramours and proper incefpore:icr: ci ��•• component is reepon;lbhhy or building designer • not tare; designer. Bracing shovm Is for lateral support of Individual asb members only. Additional temporary bracing to insure stat y during construction le the responslbllfty of the erector. ACGidonal permanent bracing of :he overall atnature is the rospo-stley of the building designer. For general guidance tegarcing fabrtosdon, cushy control, storage, delivery, erection, and br6c(ng. coneuh OST -a8 Ouelity Standard. DSS -89 Bracing Specification, and Mi"I Handling Installing and bracing Recommendation available, from Truss Plate Instltute, 683 D• MITek Inclustrl•s, Inc. Oncfrlo Drive. Madison, WI 53719 il May •26..1999 11:12AM MITEK INDUSTRIES INC. No -8657 P'- 46 015 9700 CUatomerr MEGAHDAOI Mon May 24 10: 42: 11 1999 Project N: R3404 Truss ID CF Famil N 324 Span 34-4 Ouentity i Top P ten 6/12 Aces -3a vor' *H'0, 020(A/s/19991 PLATE OFFSETS (%-LEFT, T-707); (14-3.3). (18.3.1.5). 178'2. ].S). (10.3.21. 1)1018.2), r 5-5-1 10-10-3 I 18-10 26-4 34-4 5-5-1 5-5-1 7-11-13 7-6 8-0 Connect truss to girder with Simpson or equal 5x8 5x6 3x4 3x5 a_L _ hanger. 3 4 s s 4: 3X4 2 I to o e 1X4 5X10 5X6 3X5 7 5-5 i 14-0 21-0 I 29-0 34-4 3X4 5-5 8-7 7-0 8-0 5-4 Mo95 L. HL TO PK: 12-1-8 LEFT HEIGHT:0-4-3 SPAN:34-4 RISE:6-1-3 RIGHT HEIGHT:5-9-4 LOADING (PSF MAX -STAESSES Li MINIMUM CRAIDE OF LUMBER PLATES:M20-220,190 L TOP 3-A-0.889 TOP CHORO:2X4 No.i68tr GR OF -L TOP 16 15 BOTT 10-11-0.464 BOT CHORD:2X4 No.168tr R OF -L BOTT 0 7 LL.DEFL.010-0.08 < L/360 WEBS :2X4 STANDARD SR OF -L STR.INC.: LOMB -- 1.15 PLATE - 1.15 SPACING:24.0 in o.c. UBC 97-ICBO.ANSI/TPIu5 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.08, D.L-0.11. T.L-0.19 REACTIONS, SIZE: 1--1224, 3.60 7.-1294, 3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--2366, 2-3--1617, 3-4--1853, 4-5--1642. 5-6--260 , 6-7--1257, BOTTOM CHORD: 7-8- 0. 6-9- 1406, '9-10- 1277, 10-11- 2098, 11-1- 2098. WEBS: 2-11- 97, 2-10--489, 3-10- 462. 4-10--1861 4-9--366, 8-9. 622. 3-8--3025. 6-8- 1396, WEB 2-10 BRACEO at 1/2 POINTS AS SHOWN ABOVE Note: Use ia4 or 2x3 Cant .Or acing conn. -/2-80 meIIa. or T-orsce of same atze and Crede as "0 conn, to narre- face -/100 naIle 6 1n. o.: AJTM Cou0i MAY 2 6 1999 - ROLDINCa DEPAR71 VIEE ��of 1f r�kI`� xkPPr,,.,.vEn W/ik/V/SVG • r/, r�i;, �r.:y:: ; .......... :!.,,' k;%rr..i:r• c�t�: —'1 Dealgn vatic for use only wldt MR*k connectors. This &Sign is based only upon parameter; thcwrt, and is for an individual tu®d;ng oompcncnt to be installed end loaded vertically. Apph:ebl,ity of design parameters enc proper Incorporation of �•- comptlnent Is responsibility al t df building designer , not buss dty dull r. Bracing shown is is for lateral support h Individual web reemeera only. Additional temporary bracing to lneure ateDsay during conetrualon le the reeDonalDlllty of the erector. Addhlonel pennaDent oracing of the overall structure Ia the responalblllry er the building designer. For general guidance regarding I9brlcatlon, Gualhy twntrot, storage, delivery. erectlon. and bracing, consult QST -88 Quality Standard, D613-89 proving Specification, and HIS -91 Handling installing and Bracing Recommendation avelleble from Trues Plate Inti tute, 683 D' MITek Industries, Inc. OnoMo Dk;;btadlaon, Wi 58719 61dY•i0• ly�Z) I I:IIAM MI It11 IIVUUJIKItJ IINI,• t6 4 I10.603/ r• 36 Cuetom�r : MEGAHDADI Mon May 24 10: 43: 12 1999 Project f: 83404 Truss ID CG Family N 324 Span 34-4 Quantity i TOO' : 6/12 ACFS-32 ver•.2.0. 0 1 a (4/9/1079) ►4095 PLATE OFFBETB (=-LEFT, V -IDP): 03-4.2.51. (15-3,3). (18.6.5, 1.51. I) f0•a, 61. (152-5. 31, If Sd-5, 31. 5-0 8-10-3 - 7- - - Connecl5 t0uss 3-10-3 6-1-12 6-0 6-0 4-8 -8 with. Simason or elider . H ,u c,(.al. 6x8 3x4 5x6 3x4 1X4 7X10 hang: r; 3 4 s o 7 e 1x4 3 r -- - P. .... .. . 4V.V4. , 4 16 LEFT HEIGHT:0-4-3 SPAN: 3,d -,d - li-.- RIGHT HEIGHT: 4-9-4 LOADING (PSF MAX STAIESSES Li 14 13 12 11 10 10X10 4X5 10X10 4X5 12X12 6-10-3 14-11-115 - - - 4-4 4X6 8-10-3 6=1-12 6-0 16-0 4-8 -8 L. HL, TO PK: 9- SO- 1 1 LEFT HEIGHT:0-4-3 SPAN: 3,d -,d RISE:5-1-3 RIGHT HEIGHT: 4-9-4 LOADING (PSF MAX STAIESSES Li MINIMUM GRADE Or LUMBER PLATES:x•120-2 ,190 L TOP 4-5-0.930 TOP CHORD: 2X4 No.16Btr GR DF -L TOP 16 15 BOTT 11-12-0.431 eOT CHORD: 2X8 No.1 GR DF -L BOTT O 7 1-1.0EFL-012-0.14 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in O.C. UBC 97-ICSO.ANSI/TPI9B REPETITIVE STRESSES NOT USED NO. OF MEM6ERS - 1 OEFLECTION(IN.) L.L- 0.14.0.L-0.19. T.L-0.33 WES: 8-10 TO BE 2x4 NO.16Btr GR DF -L REACTICNS,•SIZE: 1--1809.3.50 9--52dd.5.59 FORCES - LOAD CAGE #1 TOP CHORD: 1-2--3174, 2-3--2883. 3-d--3390, 4-5--3941. 5-6--3659. 6-7•-3002• 7-8--3002. B-9--6228. BOTTOM CHORD: 9-10- 0. 10-11- 3669, i1-12- 3941, 12-13. 3590. 13-f4- 2579, 14-1. 2849, WEBS: 2-14--324. 3-14. 274, 3-13- 1242. 4-13--629. 4-12- 433. 5-12--1(59. 5-11--348, 5-11- 278, 8-10--898• 7-10--223• 8-10- 5959. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINT6ILBS) LUMBER PLATE Type 1 1.15 1.15 UN IFORN 1- e. 62 9- 1. 1d CONCENTRATED 30- 4268 WEB 6-9 BRACED at 1/2 POINTS AS S14OWN ABOVE MAY 2 6 1999 4U TIT E COuj�,ij Q l/ r ,A. g:n E75 9-30-00 Design valid for use only with MITek connectors. Tnl; de3lgn 1s based only, upon parameters shoe ri, and It for an Individual building cor ponent to be installed and [ceded vertically. Applicability of design parameters and Drooer Incorporation of ewe-•• C1V I` tomoonent Is responsibility of building do signer • not truss deaipner. Bracing shown la for lateral eupJ'� pon of Individual web members only. AdCMonal temporary gracing to Insure s[SDIIIry, during construction Is the rssponsibiliry of the erector, Addltiane� Ot permanent bracing of the overall eirucure Is the reewnslDlllty of the Wilding designer. For general guidance regarding fabrication. oualby oontrol, storage. delivery, erection, and bracing, consult OST -88 Oualhy. Standard. DSS -80 Bracing Spetelflcatlen, and HIB -91 Handling Installing and Bracing Recommendation avallabie iromTruss Plate Instltum.683 D' MITek Induattlee, Inc. Onofrio Drive, Madison, WI 83!19 May,•26. 1999 11:05AM MITEK INDUSTRIES INC. Customer : MEGAHOADI Project r: R340A Ti-uf9 IO Sppn I , 32-0 Quantity ACK S-32 V91.2.0. BIC (41611090) _ PLATE OFFSETS (x -LEFT, r-TOPI: ()3-a, 2.5), (19-3.21. No -86107 P• 32 Mon May 24 13: 40: 49 1999 Top P1tcn 6/12 6-8-1 13-4-3 18-7-13 25-3-15 32-0 r 6-8-1 6-8-1 I 5-3-10 6-8-1 I 6-8-1 Connect truss to girder -• ---.. .,r �c,aal with 4: 6x8 5x6 3 4 10 9 a 7 1x4 5x6 3x8 1x4 ( B-8-1 33-4-3 18-7-13 25-3-15— 32-0 s 6-8-1 6-8-1 5-3-10 6-8-1 6-8-1 4X6 6 t foss L. HL TO PK:14-11-1 R. HL TO PK :14-11-1 LEFT HEIGHT: 0-4-3 SPAN: 32-0 RISE: 7-4-3 RIGHT HEIGHT: 0-4-3 LOADING SF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220,190 L D TOP 1-2-0.469 TOP CHORD:2X4 No.16Btr GR DF -L TOP 18 15 BOTT 7-8-0.377 BOT CHOR0:2X4 NO.SSBLr GR OF -L, BOTT 0 7 LL.OEFL.09-0.07 < L/350 WEBS :2Xt STANDARD GR DF -L STR.INC.: LUM13 - 1.15 PLATE - 1.15 SPACING:2t.0 In O.C. UBC 97-ICSO,ANSI/TPI9: REPETITIVE STRESSES USED NO. OF MEMBERS - i OEFLECTION(IN.) L,L- 0,07,0.1-.0.09.T.L-0.18 REACTIONS, SIZE: 1--3205.3.50 6--1205.3.50 FORCES - LOAD CASE art TOP CM080: 1-2--2083. 2-3--1544, 3-4--1380, 4-5--1544. 5-8--2083. SOTTOrt CMORO: 6-7- 1851, 7-8- 1861. 8-9- 1380, 9-:0- 1851, 10-1- 1851. wESS: 2-10- 92, 2-9--528. 3-9- 322, 3-8- 0, 4-8. 322, S-8--528. 6-7- 92, jUTT E ���jILUING DEPARTM s AppROVErDy MAY 2 6 1999 �Q�pFf Cvp�� . 4910 4 A WARNING - Ve-ify J?q C Design vend for use tory with MTsk connectors. This design;: o.::ed only upon pa:emeterb enowri, and Io for sn tndloldugl T building component t:, be installed and loaded ve(IIW y. Apprtceblllly of design parameters and proper inoorporetion of component Is . Addhisttg4y of bugling designer • not truss Zee ;Hing const g ei o is it for lstarst support h Inde l or. web members only. addHiooel temporary bracing to lheure stability during construction Is it* rascoruibility of the er•_adr. Additional oarmanant bracing of the dveres structure fa the responsibility ct me wilding deelgner. For general guidenos m;vding fabrication. quality coraol, storage, delivery, erection, end bracing, consult OST -EE Ouslity Standard, DSB-49 Bracing Speclflcedon, and MID -91 Handling Installing and Bracing Recommendation available from Trues Plate Inedtute, Sed D' MITek Industries, Inc. 060trlo Drive, Madison, WI 53719 Mavt-26. 1.999 11:05AM MITEK INDUSTRIES INC. L V a. », Customer : MEGAHDADI Trues ID 012 Prrolsict,*: R340d Spdn 32-0 Quantity 1 ACES -82 Ver,2.0, 810 (4/8/1999) PLATE OFFSETS (X-LEFT,r-TOP): ()3.4.2.5), I)5.4.2.6). (10•x.2), No•8657 P; 31 Mon., May 24 10:40'.44 1999 Fari i 1 o 33-d Top Pitch : 5 12 _4_ - 70-7-13 6-0 6-0 5-4-3 4-7-13 4-7-13 5-4-3 6-0 Connect truss to girder8X8 6X8 1X4 �viti� Simpson or equal hanger, 4) TO • - 3X4 5x8 3X4 7-10-9 8-1-7 8-5-3 7-6-13 4X6 7 L , HL TO PK: 12-8-4 LEFT HEIGHT:0-4-3 SPAN:32-0 RISE:6-4-3 R . HL TO PK : 12-6-4 RIGHT HEIGHT;O-4-3 LOADING SF) MAX STRESSES MINIMUM GRADE 4 OF LUMBER NO.1SBtr GR PLATES: M20-220, 190 OF -L TOP SB 15 BOTT 7-e-0 435 SOT CMORO:2X4 No.IGStr GR GR DF -L DF -L (3oTT O 7 LL.DEFL.@g-6.07 < L/350 WEBS :2X4 STANDARD STR.INC.: LUMB 1.1°5 PLATE - 1.15 SPACING: 24,0 1n O.C, REPETITIVE STRESSES USED NO. OF MEMBERS - i OEFLECTION(IN,) L.L- 0.07,0.L-0.10,T,L-0.17 REACTIONS. SIZE: 1--1205, 3.50 7•-1205. 3.60 FORCES - LOAD CASE 41 TOP CHORD: f-2•-2104, 2-3--1923, 3 -4■ -1667, 4-5--1667, 5-6--1950. 6-7--2109, BOTTOM CHORD: 7-8. 1f172, 6-9- 1502, 9-10. 150A. 10-1- 1868, WEBS: 2-10•-255, 3-0- 413, 3-9- 209, 41-9--286, 5-9- 262, 5-8. 435. 6-8--264. UbL; 9/-1C CU, AN=)1/ IY17� MAY 2 6 1999 /QUO C"1Q A, SYARN/NC. - (/r•�ify r/ritR*: /.rtrarrntntTt9 �v+/ /it!':: '" C�!Y : is C::N:! i?S'b'i:RSYt tiID./-• UL.i-ORi? ME � �► Design valid for use only «itn MITek connector,. This design is based only upon parameters shown, ana is for an Inatvldual budding component to be ktstallbc and loadad vanieally. Applic6bl111y of des)gn perimeters and proper trtcomorsdon of component is responsibility of oulicing decl;net - rW, truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to tneure stability during construction Is the re3ponslt4llty of me erector. Additional permanent breclnq of tha overall structure is the responsibility of the building d"ener. For general guidance regarding febileirtfon. quality oontrcl, storage, delivery, erecdon, and bracing, oonsuff OBT•88 Quality Standard, 06049 Bracing Specification, and Hie -91 Handling Installing and Bracing Recommendation avellebk from Truss Pie" Inethtne, 383 D' MITek Industries, Inc. Onotrto Omre, Madison, WI 6 719 U May,. 26. 1999 11:05AM MITEK INDUSTRIES INC. No•8657 P: 30 Customer L V10-5000- s MEGAHOAOI Mo!i, May 24 10: 40: 39 1999 Pr-o3ecr,. w: R3404 Truss IO DSO FamilN 324 San 32-0 Ouentity 3 Top Piy tch 6/12 nC[6-J] vr.�,Q,O. 91a to/S/10001 PLATE OFFSETS IX -LEFT, C -TOP): 113.4, 2.51, I)5-4. 2.51, I130-3. 21. . 1-8-1 I 9-4-3 16-0 22-7-13 27-3-15 32-0 4-8-1 4-8-1 6-7-13 6-7-13 4-8-1 4-8-1 Connect truss to girder With Simpson or ,colival 4) 6X8 3 3X4 a 6X8 e 111 10 V a 3X4 5X6 3x4 30 7-012-10 4-2 25-0 32-0 , 7-0 i 5-10 6-4-1 { 5-10 7-0 t 46 mu2ft L. HL TO PK: 10-5-7 R. HL TO PK :10-5-7 }-EFT HEIGHT: 0-4-3 SPAN: 32-0 RISE: 5-4-3 RIGHT HEIGHT: 0-4-3 LOADING PSF MAX STRESSES MINIMUM GRAOE OF LUMBER PLATES: M20 -Z326, 190 L TOP 3-400.69A TOP CH0RO:2X4 No.1GBtr GR OF -L TOP 16 15 BOTT 9-10-0.383 BOT CHORD:2X4, Ngg.S6Btr Ga DF -L BOTT O 7 LL.OEFL.@9-0.08 < L/360 WEBS :2X4 STANOARO GR DF -L STR IINC.: LOMB 1.15 PLATE- 1.15 SPACING:24.0 in O.C. UBC 97-IC80.ANSI/TPI9t- REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.L- 0.08,D.L-0.11.T.L-0.18 REACTIONS, SIZE: 1--12C5.3.56 7--1205.3.50 FORCES - LOAD CASE s1 TOP CHORD: 1-2--2189. 2-3--1990, 3-4--1867, 4-5--11387, 8-6--1990, 8-7--2189. BOTTOM CHORD: 7-8. 1938. 8-9- 1652, 9-10. 2003. 10-11- 1862. 11-1- 1938. WEBS: 2-11--230. 3-11. 282. 3-10- 362. 4-10--248, 4-9--248. 5-9. 382, 5-8- 282, fi-8--230 . Q ; ; i } MAY 2 6 1999 )0 A IVAPMjVG - Verify n,n•ornece--:: r„J :...,. ' t :....:::/f ....i!c![:i1_' °:1i; G';iF'UfiL US?i. N . CW9,919 Deslgn vadd for use only with MITak ccnneotors. Tnle daaign le Used only upon parameters sho-rt, and Is for an Indlvldual EXP 0-80.00 building component to be Installed and loaded vertically. Applicsbitity C design pare mlers and proper Incorporation of ++ - componcnt is rtspcnsibility of bullding dealgner • not truss designer. Bracing sho,m is fcr lateral support of Individual web members only. Additional temporary bradng to insure stability during construction ta the resoonelblllty of the artulor. Additional IV �C perntaaent bracing of the overall etruouts Is tits responsibility ci the building dsaldnei. For general guidance rvilarding 'gIF0f �EQiLC` fabdeation. quality control, storage, delivery, erection, and bracing, consult OGT• 11 Quality Standard, 088-89 8reeing C�L Specification, and HII3.91 Handling Inetalling and Oracing Pesommcndttion mailable from Ttues Plate Instituto, 383 0' MITek lndusfirlet, Inc. Onoffio Drive, Medldon, WI 63719 May -26. 1999 11:04AM MITEK INDUSTRIES INC. No.8657 P. 29 . Cuetofnar,. oa : MEGAHDADI 535663 Mon May 24 10: a0: 33 1999 Project A: R3404 Trusts IO DA Femlly 0 32 4 Span 1 . 32-0 Oventlty i Top Patch 8/12 C[e-92 v.r_2_0_91e (a/6/19A01 MOS PLATE DFFSETS (X-LEFTY-TOP1: (13.5.2.6). ()7.5,2.51. 1)1%-2.5.21. !)f2.2.S,21, 1113.4.2.SI. (114.2.5.21. 1115-2.6.21. 3-8-1 7-4-3 1 11-8-15 ( 16-0 120-3-1 1 24-7-13 (28-3-15 23� 0 _1 3-8-1 3-8-1 4-4-13 4-3-1 4-3-1 4-4-13 3-8-1 3-8-1 Connect truss to girder 8X10 30 1X4 3X4 6X10 wit' i Simpson or equal US zql hanger. 3 4 s 6 7 3X4 A • r tk. 3X4 3X5 lX5 2X4 SX5 5x5 8X8 5X5 5X5 2X4 ( 3-8-1 ( 7-4-3 I 11-8-15 + 16-0 20-3-1 ( 24-7-13 128-3-15 { 32-0 3-8-1 3-8-1 4-4-13 4-3-1 4-3-1 4-4-13 3-8-1 3-8-1 L. HL TO PK: 8-a-9 R. HL TO PK :8-2-9 LEFT HEIGHT:0-4-3 SPAN:32-0 RISE:A-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES MIN GRADE F LUMBER PLATES: M20-220, 190 L TOP 4-5-0.811 TOP CHORD: 2X4 No.S6,Btr GR OF -L .. v F4� BOT CKORD:2X8 SS GR DF -L BOTT 0 7 LL.DEFL.@13-0.25 < L/360 WEBS :2X4 STANDARD GR OF -L lX5 2X4 SX5 5x5 8X8 5X5 5X5 2X4 ( 3-8-1 ( 7-4-3 I 11-8-15 + 16-0 20-3-1 ( 24-7-13 128-3-15 { 32-0 3-8-1 3-8-1 4-4-13 4-3-1 4-3-1 4-4-13 3-8-1 3-8-1 L. HL TO PK: 8-a-9 R. HL TO PK :8-2-9 LEFT HEIGHT:0-4-3 SPAN:32-0 RISE:A-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF MAX STRESSES MIN GRADE F LUMBER PLATES: M20-220, 190 L TOP 4-5-0.811 TOP CHORD: 2X4 No.S6,Btr GR OF -L TOP 16 15 BOTT 13-14-0.705 BOT CKORD:2X8 SS GR DF -L BOTT 0 7 LL.DEFL.@13-0.25 < L/360 WEBS :2X4 STANDARD GR OF -L 1.15 NO. OFGMEMBER3n-cic UBC 97-IceO,aNs2/TPIY5 REPETITIVELSTRESSESiNOTLUSED DEFLECTION(IN.) L.L- 0.25. O.L-0.35. T,L-0.60 REACTIONS, SIZE: 1--3012.3.50 9--3012. 3.50 FORCES - LOAD CASE 41 TOP CHORD: 1-2--5912. 2-3--5151. 3-4--6078• 4-5--6550, 5-8--6550, 6-7--6078. 7-8--5151. 8-9--5912. BOTTOM CHORD: 9-10- 5272. 10-i1- 5272, is -12. 4599. 12-13- 5078, 13-14. 6078, 14-15. 4599, 15-16- 5272, 16-1- 8272• WEBS: 2-18. 481. 2-15--748. 3-15. 845. 3-:4- 1821, 4-14--672. 4-13- 821, 5-13--254. 8-13. 621. 6-12--672, 7-12- 1921. 7-11. 845, 8-11--748, 8-10- 461. LOADING STRE88 INCREASE LOADING LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM PANEL (PLF) / JOINTS (LOS) 1- 9- 62 9- 1. 128 JUTTE COUN11 f MAY 2 6 1999 "k-OLDING DEPARTMENtl r, 4'ED AWARNING•• Ktifdesf(: .0 P'i:::rri:✓:' r Desipn valid for use only whn M1Tek connectors. This daelgn to based only upon parzmeters snowri, and to for an intim-ousl building component to ba instaflse and lozded vertically. Applicability of design parameters end oroPer Incorporation of r, members l responsibility of erarbuilding desiacing to • not truss designer. consBracing shown t for lateral pons support of Inredor. l deo � memhen only. Additional ter.,perary bracing to Insure st6Dlliry curing construction Is the responsibility of the erecter. A6ciltonsf .permanent bracing of the overall structure Is the responsibility of the budding designer. For general guld*not ngardin; fabrication• QuaI4 control, storage. delivery, erealon, and bracing, consuh OST -68 Duality standard. 088.99 Bracing .6p*offloation, and HIS -91 Handling Installing and Bracing Recommendation evatiaDIE from True* Plato Inethut*, Ma3 D' MlTek Industries, Inc. Onotrlo Drive. Madison, WI 53719 07/14/99 06:56 $916 244 3329 JUL.13.1999 3:2EPM MOSS LMBR TRUSS 444 MOSS CHICO Z001/004 N0.916 P.6 ,CuctomQl MRGAHOAOI 01751372 Project R3404 So an 30-0Quantity Truss ID E6 Tue Jul 13 11: 45: 48 IMS9 s 324 1 Family 0o P]tar. 6/1z• ♦CEG -32 ver.2.0, e10 (4/6/1911)9)' PLATE OFFSETS (L-LEFTY-TOd`1:113.4,2.51, I)6►4,2.51. I)1D•i31. g13.5.Z1. (112-2.S,Z), (713.3,21. Mr 3-8-1 7-4- 12-6 7- -7-1 - -15 3__ 3-8-1 3-8-1 5-t-13 5-0-1 5-1-13 3-8-1 3-8-1 6X8 3X4 1X4 6x8 BLOCKING & BRACR REQUIRED AT SUPPO .... � a 's is 3, 6x6 5x5- 7X10 6X7 4x8 7-4-j 12-6 1i- 22-7-13 27-4-4 - 7-4-3 5-t-13 5-0-1 5-1-13 4-8-7 -7-12 L. HL TO PK: 8-2-9 R . rfr_ TO Px a-2-9 LEFT HEIGHT: 0-4-3 SPAN: 30-0 gISE: 4-d-3 RIGHT TO P)c CI -4-3 LOADING (pSF) MAX STRESSES MINIMUM L3pRoOE 0 LUM6ER PLATES:M2 L D TOP 3-a.0,71d TOP CHOMD:2X4 No-166tr OR OF -L Q17TT 1p lj 60TT 13-1-0.7ES 6 7 CNOtaO: X6 Ss 6R OM -L LL ..DHF L . Q 32-0.13 < L/350 w�BS : 1X4 3 NOARO Gra OF -L STR.INC.: LUM6 - 1.15 PLATE - 1.19 SPACING:C. Use G7-ICSO.A REPETITIVE STRESSES NOT USED NO. OP MEMBERS - 1 DEFLECTION(IN.) L.L- 0.13.D.L-O,SB.T,L-0.32 REACTIONS. SIZE; 1--2629, 3,50 9-319153.3 .50 FORCES - LOAD CASE 11 TOP CHORD: 1-2--4979, 2-3--4135, 3-4--4674, 4-5--4304, 5-e--4904, 6-7--=869, -8- fji?O . BOTTOM CNOAD: 8-9--737, 9-10- f327, 79-11� 2561. ]1-12- 4674, 32-13- 3692, 13-1- 3904, WEBS; 2-33--237, 3-13- 894, 3-12. 1207, d-12--45, 4 -is --457, 3-11--335. 6-31- ?136, 6-10--Z15. 7 -SO- i928, �-9--334, ••, LOADING STRESS INCREASE LOADING PANEL(DLF) / JOINTS(LBS) LVASEA PLATE TYPE . 3 3.13 1.35 UNIFORM 1- B- 62 a- 1- 1z13 Sx5 T C- COUNT. )t R-01LDING DEPARTMEW J U L t 3 1999 P RSV E - oQaOF e� 11t4h'Ar/iV(r' . V n !j •!, � �Onrc rm. nr Dosfgn'valld for use only . Uh MiTek connocrom. Thic design Is Os'.Md only upon;aMrnet6rc shown, and le top an Indi-Iduei Dulldlnp component m be Installed and loaded vortloelly. App5cabllly Der of design emotor7 Ono propor Ineorporaoon of , compor(ortt Is responsiblllp• or buJding oeslgner, not wed designer. Bred ���' tnem)rory. only. Additional temporarybra In tot 9 v9 3hotvn i1 for lfaler9f > upporl of InQrNduAl web OaYnlarlent DlScin 9 n3trro clabilly OUM9 <OM(ruciloh is the reaponsbgl �/' Civ. L. g or Ind cvarall s ucture Is the rd3Dcncfbllrpior. N d D+e OfaMr. Additionpt rab Icotron, luallty cen[ior,-.ararge, derrvory, mctien, and DrRtlnp Cori'AUII[OST-8e Oun try or Sr ndplrEuD8A ¢9 Brne ng i��� �a� CAt1F0 8p6cl6cauo", and HIS -91 Handing lnstnttln3 jnd 9rncing ReeoTRtond9tion available rrornTrues PLm Ine111Ura. 5a3 D' iliTtk IndY41r & Inc. Onofrto Drivd, Medleon, Wr 53119 07/14/99 06:56 $916 244 3329 JUL. 13. 1999 3: UPM MOSS LMBR TRUSS -4 MOSS CHICO 0002/004 N0,91E P,S Customer, : MEGAll Ol 3371. .5D8neCt 0; 3o3apo4 Truss IO E30 Tue Jul 13 11: 43: 42 2999 Quantity 3 Family r 324 •�@9-3? �•�.2.0, 914 c.�s�.ao��_ Too P1tch 6/32 PLATE OFFSETS IX-LEFT.T-T0a): (0.4 a.51, 05-4,2.51. ii10•�,ZJ, - 1-0 . 4-8-1-713 - - 4-a-� 6x8 1X4 axe 3 4-8-1 BLOCKING & BRACING DC. It is — 'ORT: 8-0 . 3X4 5X8- 3X4 3x4 5-4-4 -7-12 3x5 7 L. HL TO PK: 10-5-7 7 wy• LErT HEIGHT: 0-4-3. SPAN: 30-0 LOaOING RISE: 5-4- A • HL TO PK 3 : 10-5-7 (PSF) MAX. STRESSES TDP L g Tap 3-e•0 419 IGr1T HEIGHT; INIMUIM GRADE OF 6upl5epi 0-4-3 PLATES: 6GTT 16 1; SOTT 11-1-0.371 OP CHOR 2X4 NO,16Btr, GR 80T m;m_ 220, 9C Op -E, 3 LL.DEFL.p10.0.04 < CNOR8;294 NO,SGBtr GA STR,INC.: LUM9 + L/360 WEBS ;2X4 STANDARD GR DF -L DF -L REPETITlvZ ST S.Sg PL4TE I.15 AE5SE5 USED OERECTION(IN.) L. L- 0. 04, D.l..o.06, T.L-0,10 ' SP4CING:2a_ ND, OF MEM6EAS^_�i� UBC 97-IC80.ANSI/TPIS! AEACTIONS. SIZE: i--1093, 9.50 6--1329, 3.50 TOP Cmogo:FO1-2 -17158. 2-3--1AS321. ,3-4-- 3-4--014 BOTTOM CMOMD; 7-8-•a71, 1 21, d -S--1421, 5-6.-1097. 8-9. 613, 9-10• 9-7. $28 , WEBS: 2-1s--255, 9-11. 262, 3-10-9i>5 -iio-1267, 11-1- 1566, b-9--1673. 10-950. 5-10. 324• S-9--174, 6-9- 437, ' -OkWIT! E COVIN A , ikin nL..1 Al TIC�'���4. �. JUL 1 3 1999 Ap"tRUVUS 11,11,111,11, Y>,�tOFESS/, Q. Wf1RA:N(, . Verify r14rl�i pa►�m�rr>r and R/1:7 NOT,';'.0 1p�Y7TJi.ti �BND I: Ye!'S6 S:PF. IiEFU?f, rJS�: Oeayn .440 for vs0 only .drh MiTek Co141eomra, Twe dost n bandMB ComDoneM lD be Inshll8a all IDedso vertically, gppuC�jb 9h ad�D�on wr eleB ;hpwn, 6nO re ry on lnCWfj�� camponenr is r9eDo""bllny of DutrdJny dsel9nar , nor ��;, ebaf nor• Of O 8 PlInIr tern and ;roper Incurporstion of _ Tm+bora onill Addlllonal mmocr brecln 9 iuu dom b Ja Mar IG19ral 9Upparl of Individual web —�• ar)r 6 ro Insurb rd30niry during aonsw�on U tt}o reaDancb% of Ne erocl0r, Addlional pernrene„1 bracing of me cvaroll 3trucjjm I; Ne reepansiblllry or Ute Building dasigner, For Bdnorel guldl moarding reDnadan• OuMy ooncol, srora;D, delivery, araCGon, and bracing, CDrilu11 OST -88 "Alipj SIPAdard. 080.81) gracing Speen Orfu , M d icon, i Mancil15371 ng rnLtalling and 9rocrnfl Recommot>detlon avaPgDlr, 4rom Arles Plete InetltvtEi 883 D. ATM Is onotrfo orlu�, Medlaon, wl ss7ta MITok Indvstrl4a. Inc. CIV It ,SCF CAl.tEOaN\P N 07/14/99 06:56 $916 244 3329 JUL- . 13. 1999 .3: 27Pm MOSS LMBR TRUSS MOSS CHICO Z 003/004 NO.918 P.4 Customer. : MEGAHOAOS E 01751 'pr`oject w: 83404 Tru93 IOE32 Span 30-0 OuaAtazy i A=6-32 �u�.2.0. 63a (ai8/1890) PLATE OFFSETS fi•LEFT, T -TOP): [)3.4, T- 5-n- I - 15-0 18-7-1 t 5-8-1 5-8-1 3-7-13 3-7-13 l SYS 1X4 6X8 I 3 . �. I 3. Tue Jw l 13 1 1: a5: 36 1999 Femily i 324 Top P]ttp, 6/22.. 5-8-1 M. BLOCKING & BRACING IT: 5 R -INC.. LUMB - 1.15 PLATE1.15 SPACING:24.0 an o.c. REPETITIVS STFESSES USED NO. OF MEM8EMS 1 DEFLECTION11N.) L.L- 0.04,0,L-0,06,T.L-0.10 QeACTIOstS. SIZE: i--1093. 3.50 6--1328.3-50 FOPCES - LOAD CASE $1 TOP CMOPD: 1-2--1713. 2-3--1494, 3-4--1173. 4-S--1173, 5-6--1o6o• 6-7. S9a BOTTOM CM'R%S: 2-11-5294, 6-3-11.6385. 9-10. -9o- 58. 9, 4-10. 226, 5320- 325. 5-8--101, 6-9- 223, -6-8--Se4a, >JUY1E COU r -WILDING ®EPARTMEN' �. p��_ AWAT irvG'- 6rrifyd_'l'nJaenrneie.Ta..d:G°:9DNOTESONTKISA'VzJ V!aSESIU!:liEPORE'U�� Dealyn,velid tar use only with Mitek conrtec6ra, This design 15 beaed only upon paramMra shown. ae4 is for an IndividUa! O no ccmpene t to ba tnrtaneQ and loaded vonic'11(y, AOpllaaelll f of design parantetsrs and proper )n;crpergt pn or eatnponent is rp;ponaloptry at emldinft designer , nol VYa: designor, Smiting ehown 19 lb? WOW iuppon of indl-IOU0 web mentbers,only. Adalt:onst roMDOrary Orating to InavrO ctWilly during construction Is the msponelblllry or the oracle,. Additlonar Dernlancni bracing of the ev9W stnletvro Is the reepon;iOmly Of the Milding deeignar. For penerel guldanco rogardrn9 fabrication, gwGty control iloraab, delivery, erection, anQ Oriefng. [Orsini OST -Be Quality Standard, OS13-89 Bracing Speeit'teatiDq, and f1IB-91 Handling Installing and Owing Recommendation avallabla from Truae pram institute, &%7 O' onorrle Orlw, Madison. WI $3719 11)Tsk Industries, Inc. 3x5 7 UBC 97-IC80, ANSI/TPIS J U L 13 1999 OpROfES'�p�- CIVIL ��OF it 3X4 Sxe 3xa 3x4 8-0 7_07-4-4 _ 7-0 5-4-4 -7-12 L. HL TO PK: 22-15-4 LEFT HEIGHT:0-d-3 S15AN:30-0 RISE:6-4-3 HL. TO PK : 12-8-4 RiGNT HEIGMT•0-4-3 LOAOING L (PSF) D MAX STME3159S TOp 6-7-0,455 MINIMUM'GRADE 'rop OF LUMSCA PLATES.-; Top i6 gOTT O is 7 60TT 13-1-0.355 CHORD: 2X4 BOT CHORD:2XG N0.15Btr OR No,i6®tr GA DF -L OF -L T LL.D>rFL:@11-0.04 < L/360 NESS ;2X4 5TANOARO GR DF -1_ 5 R -INC.. LUMB - 1.15 PLATE1.15 SPACING:24.0 an o.c. REPETITIVS STFESSES USED NO. OF MEM8EMS 1 DEFLECTION11N.) L.L- 0.04,0,L-0,06,T.L-0.10 QeACTIOstS. SIZE: i--1093. 3.50 6--1328.3-50 FOPCES - LOAD CASE $1 TOP CMOPD: 1-2--1713. 2-3--1494, 3-4--1173. 4-S--1173, 5-6--1o6o• 6-7. S9a BOTTOM CM'R%S: 2-11-5294, 6-3-11.6385. 9-10. -9o- 58. 9, 4-10. 226, 5320- 325. 5-8--101, 6-9- 223, -6-8--Se4a, >JUY1E COU r -WILDING ®EPARTMEN' �. p��_ AWAT irvG'- 6rrifyd_'l'nJaenrneie.Ta..d:G°:9DNOTESONTKISA'VzJ V!aSESIU!:liEPORE'U�� Dealyn,velid tar use only with Mitek conrtec6ra, This design 15 beaed only upon paramMra shown. ae4 is for an IndividUa! O no ccmpene t to ba tnrtaneQ and loaded vonic'11(y, AOpllaaelll f of design parantetsrs and proper )n;crpergt pn or eatnponent is rp;ponaloptry at emldinft designer , nol VYa: designor, Smiting ehown 19 lb? WOW iuppon of indl-IOU0 web mentbers,only. Adalt:onst roMDOrary Orating to InavrO ctWilly during construction Is the msponelblllry or the oracle,. Additlonar Dernlancni bracing of the ev9W stnletvro Is the reepon;iOmly Of the Milding deeignar. For penerel guldanco rogardrn9 fabrication, gwGty control iloraab, delivery, erection, anQ Oriefng. [Orsini OST -Be Quality Standard, OS13-89 Bracing Speeit'teatiDq, and f1IB-91 Handling Installing and Owing Recommendation avallabla from Truae pram institute, &%7 O' onorrle Orlw, Madison. WI $3719 11)Tsk Industries, Inc. 3x5 7 UBC 97-IC80, ANSI/TPIS J U L 13 1999 OpROfES'�p�- CIVIL ��OF it 07/14/99 06:57 $916 244 3329 MOSS LMBR TRUSS i— MOSS CHICO 0004/004 JUL. 13. 1999 3: i�bHM liv. 7y0 Customer, : MEGANOADI t vli�D1 •Pr03ect 0: R3404 Truss IO !~Sa Scan 30-0 Quantity 1 SCEs -3a �rer.a-0. 63o re1gi39B91 PLATE OFFSETS (I -LEFT, T -TOP): •(13-4, 2.51, (14.4. 2.sI. (15.2. 1.3). (19.3, 21, 3: Fami1y 013 13245:33 1999 TOO PitCrl 6/12 3-3-10 6-8-T 6x8 6X8 s a BLOCKING & BRAClnlra )X5 6 WES 5-7 BRACED at 1/2 POINTS AS SNOWN ABOVE Nete:Use ixe er• 253 COrtt.BraCing Conn -w/2-90 nails, or T -orate of tare s12e ana gf•BOY 35 we* COMM. tO n3"Ow face w/101 nail$ 6 1n WTIE MIs',1I �� LDING i�'EPAi o i fvsEK" J U L 1 3 1999 A Vntj'%VE:D A Wi1RN1�vG- Lr. j• �iiignFurm+rrkri .r+xr! RF�IJ NbT.S 0�4 �H: SANT: �.:VF.:1SL•'.t'/D413EFnlLE t►Sb: _ DaalSry valid for use only wiDt MITek eoitneclots. Thio design 15 Datod arty upon Darttmel9ra Jtou n, dna le for aq Indloldu3l _w bullaing camponeht lo be inat3t)od and loaded ` fffcauy. Appfwablllly of daafgA pa��lert and proper Inoorporaq l if oTpanent la. AddlUOnal try of DundiarMy D aealgner • nar fm3s datiignor. 8rbDetg :hOwn la lar tasrai'supPOts of indldduil,xob Fwmbera Dory, nddluonal eomvortvy bradng to fnatlt9 0t7bAlty dtldng eon:trualon Is Imo tMonalDlllty of the er9t:lor, gddltlonal potfnbnoni bracing of me a+arall 5vu&uro iy Vs r06pon:1biH1y of the building decignar. For oanarst guldanee regarang �. CN�� taeRoat 0?k, duality ca T, DI, biprS3d. dollvery h ere:t;on, ana Dcing. conYNt OST -06 Ouallty Standard,. D& 049 Draring i SDecifleallon, ana rtrt3 s1 Handling installing en0 Gracing Racemmnndallon avalablo from Truss Plate MililvlD, da3 D' FC�i.1 Onofric OriJa, Madtaen, WI 53719 MITaIk IndW�lfletit Inc - V r 3x4 5x5 3x4 3x4 0-0 15-0 - 7-4-4 8-0 7-0 7-0 5--4-4 L.. HL To PK: 34-11-1 LEFT HE3:GWT: 0-4-3 SPAN: 30-0 RISE.7-4-3 R. HL- TO PK RZOMY (-(EIGHT: 3a-33-3 0-4-3 LCAf7ING (PSF) MAX STRESSES L O TOP 5-6-0.615 M Z N I MUM GRADE TOP CHOAD:2X4 OF LUMBER PLATES: M20-220,. i Tap 8077 is 15 BOTT 10-1-0.358 BOT CHORD:axa 7r L.L.DEFL.010-0.04 c L/300 WEBS NO.169tr GR No.i6Btf OR OF -L OF -L STA..I C.:LUMBI PLATE - 1.15 :cX4 STANDARD GF (3F -L SPACING: 24,0 ' 6.2L5 ED NO DR MEMBERS o.e. USC 97-ICSO. ANSI/Tp= DEFLECTION (IN.) L.L- 0.04, O.L-0.06- T.L-0, i0 • 1 QEACTIOrs. SIZE-. 1.-1093,3.50 7-1328.3.50 FOPCES -LOAD CASE #I TOP CHORD: 1-2--1554, 2-9--3501. 3 -4■ -986 4-5--1067, 5-6- 668 , BOTTOM CHORD. 6-7--596, 7-5. 922.• d-9- gab, 9-10- 1001, 30-1- WEBS: 2-10--3aB. 3-10- sal, 3-9--65, 4-9- 166, 1469, a -G- 11, 5-5- 84, 5-7--1981, WES 5-7 BRACED at 1/2 POINTS AS SNOWN ABOVE Nete:Use ixe er• 253 COrtt.BraCing Conn -w/2-90 nails, or T -orate of tare s12e ana gf•BOY 35 we* COMM. tO n3"Ow face w/101 nail$ 6 1n WTIE MIs',1I �� LDING i�'EPAi o i fvsEK" J U L 1 3 1999 A Vntj'%VE:D A Wi1RN1�vG- Lr. j• �iiignFurm+rrkri .r+xr! RF�IJ NbT.S 0�4 �H: SANT: �.:VF.:1SL•'.t'/D413EFnlLE t►Sb: _ DaalSry valid for use only wiDt MITek eoitneclots. Thio design 15 Datod arty upon Darttmel9ra Jtou n, dna le for aq Indloldu3l _w bullaing camponeht lo be inat3t)od and loaded ` fffcauy. Appfwablllly of daafgA pa��lert and proper Inoorporaq l if oTpanent la. AddlUOnal try of DundiarMy D aealgner • nar fm3s datiignor. 8rbDetg :hOwn la lar tasrai'supPOts of indldduil,xob Fwmbera Dory, nddluonal eomvortvy bradng to fnatlt9 0t7bAlty dtldng eon:trualon Is Imo tMonalDlllty of the er9t:lor, gddltlonal potfnbnoni bracing of me a+arall 5vu&uro iy Vs r06pon:1biH1y of the building decignar. For oanarst guldanee regarang �. CN�� taeRoat 0?k, duality ca T, DI, biprS3d. dollvery h ere:t;on, ana Dcing. conYNt OST -06 Ouallty Standard,. D& 049 Draring i SDecifleallon, ana rtrt3 s1 Handling installing en0 Gracing Racemmnndallon avalablo from Truss Plate MililvlD, da3 D' FC�i.1 Onofric OriJa, Madtaen, WI 53719 MITaIk IndW�lfletit Inc 07/14/99 07:04 $916 244 3329 7UL.IB.1999 3:26Pfh MOSS LMBR TRUSS 444 MOSS CHICO Z001/001 NO.91E P.2 Custer", er ; MEGAMDAOI L 03 'pl^OjeCt 0: F3.404 Zan 3o -O Tr wssouantty E •CEE-112 ver,�,p, Blo le/6/59591 9 PLATE CPRSETS li•LEFT, WOO). Ci3•°, 1.91, fl°•2. 5.61. Ii8.3, 21, 3'. .L L 4 7-9-4 7-2-12 4X8 3 Tue. Jul ILS S3: a5: 29 3999 Family r ToD Pitch 6%12 7-9-4 3X5 s M( 3X6 5x3 3X4 3X4 8-0 7-0 27-4-4 _ 7-4 —12 L. HL To PK: 16-9-4 LEFT HEIGHT: 0-4-3 SPAN; 30-0 LOAOjNG (PSF MAX STRESSES R. HL TO 'Plc 36-9-4 RISE: 7-10-3 RIGHT HEIG►-(T; 0-4-3 L O TOP A- 90TT SSC • 769 BOTT 3p ij 9-10,349 MINjr 11111111111GIa4DE OP LUMBER PLATES: r+20-220. 19C TOP CHORO: aXa n+o . 36BCr` GA DF —L LL.DEFL,@9-0.05 < L/360 wEggCHOR0:2X4 N9.i&atr GR OC-;, STA. INC LOMB 1 Xa STQNDoAD ,; 3.35 PLATE 1.15 REPETITIVE STRESSES USED GR DF -L Sp4CING 24.0 DEFLECTIONIIN-1 L.L. 0.05.0.L-0.06. T.L-0.11 in -0 .C. UBC 97-ICSO.ANSI/TPI9� NO, OF MEMBERS 3 REACTIONS, SIZE: 1--1093.3_5g 5--:328, 3,50 FORCES2-5565. 2-2--3548 TOP CH0140: 13 513. 4-9. 744 BOTTOM CMOpO: S-6--654, 6-7- 0. 891 WEBS: 2-8--42a, 3-g.057' 7-8- 891• a-9■ 891. 25. 3-8- 96. 3-7- iia. 9-i- 1410, 4-7--26. d-6--2093, MES 4=g BRACED at 1/2 POINTS AS SHMIN ABOVE vote:Use tie 01' 213 COnt.Bracino conn.(./2-8a nall3,or, T-ePece of same size enQ grave as .lee conn. to narrow face v/100 ndlls 6 IA. o.. o3U i i E %GWOLMY ��UOING DEPAF -ME�a JUL 1 3 1999 .APPROVED OpROK�lp A uiIlLYlprG- Ye.rfy rkr;prr.rrametcrs J111 PF4D NI)'I'%C O.N, 7-.gjSArvLJ !t�:'VFnJC.1';nr Bi FURr.' US& J Ov 'j n -sna tar u8e, q w!N PA , taonnEaler;, Thlp dei 9n is based ony Up" p•rprneter; Shown, and Ic iot M IndNldual bUlld149 componvat to Da rnatahsd and loaded vevCally. ADa�eaunay of doa13" P�ra^taroro Ana proper Incorporation l compenont a responare Illy o: buftdlnpg designer _ not truss do:ipner. Oreo ntl shown IZ for Ialorel euppaR of indNldttAl web mambe(a ony. Addldonel lerllpor3•y Drscing to insure sreplgty during eonbWeGon:d - Derrhahent Dnanq of the O,arzp 3nucture Ic the 'eaPoncreoity of the Duiain3 dO;gn of BonoDrel gWQe09 nee ,cftrrd nOCOMOA41 faerimdon, Quaury COnhaL 0101596, dch-ory, erectrOn. and BPeoltlestlen, and HIO -61 N3ndling Installing and Bracing Occommondanen� allenlQua"e rmmnTry gr'p glp 31n t u�awl a�S83 0' Onotrte0ri�c,MadlBon, WIg3�t9 MiTek Indusirl3s, Inc, '� Civil. Mas .26. 1999 11:17AM MITEK INDUSTRIES INC. No.8657 P: 57 01535711 Customer : MEGAHOAOI Mon May 24 10: d3: 06 1999 Project N: x3404 Trues ID EO Fe'milYy N 30d 90'an 28-0 Quantity 2 Top Pt cn ..x.1111-34_ VIII.a.o. sic t4/15/swww) PLATE OFFSETS (t -LEFT. Y -TOP): 113.4. 2). (14.3. 1.51, ()5.4, Al. (16.8. 71. 118.3. A1. (19.3.2). 1113-5. 2). ()14.6. 21. 015.3. 21. 1 124-0 28-0 -0 3-6 3-10-9 4-1-7 -8 3-0 5-0 4-0 3X6 . 4V zq; 6�7 IZX15 4)16 6X8 4>8 05 11 7X8 I _5-6 19-4-9 I 13-6 19-0 24-0 I 28-0 5-6 3-10-9 4-1-7 5-6 5-0 4-0 NOTE: THIS TRUSS IS PART OF A ROOF SYSTEM WITH A GENERAL PITCH OF 4H2 OR HIGHER. MDSE LEFT HEIGHT: 2-0 SPAN: 28-0 RISE: 2-O RIGHT HEIGHT: 2-0 LOA TOP BOTT ING SF 1 15 0 7 MAX STRESSES TOP 6-7-0.917 BOTT 11-12-0.668 LL.DEFL.@12-0.08 MINIMUM GRADE TOP CHORD: 2X8 SOT CHORD:2XG < L/350 WEBS :2X4 OF LUMBER PLAT S:M2o-220,19C No.i GR DF -L No.i OR OF -L STANDARD GR OF -L STR.INC.I LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in O.C. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 2 OEFLECTION(IN,) L.I.- WED: 3-16; 5-16: 6-15: 7-13 TO BE 2X4 Na.1S6tr 8R OF -L REACTIONS. SIZE: 2--2702.3.50 11--3384,3.50 14--!4575,7.77 FORCES - LOAD CASE 01 TOP.CHORO: 1-2--57 , 2-3- 0 3-4--9107, 4-5--9107, 5-6--3773, a-7. 9555, 7-8--7703, 8-9--9131. 9-10- 0 10-11--1877, BOTTOM CHORD: 11-12- 9i3s. 12-13- 7703. 13-14. 291. 14-15--9558. 15-18- 3773. 18-1- 3291. WEBS: 3-1--4198. 3-1B- 6307, 4-16--4394, 5-16- 5702, 5-13--4698, 6-15. 14161, 6-14--e722, 7-14--11420, 7-13- 8253. 8-13--3555. 8-12. 1488, 9-12--357, 9-11--9771, LOADING STRESS INCREASE LDAOING PANEL IPLF) / .IOINTS )LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 2- a- 82 4- S. 870 B- 9. 784 9-10. 874 11- 1- 14 CONCENTRATED 4. 2985 6- 1609 2 MEMBERS NAILED TOO. x/2 RO4(5) OF .1310 1n. NAILS 3 1n. o.c. (TOP CHS.)._/'�ANO 1 RCM(5) OF .131X3 1n. NAILS _, t'S >� A.c�OfmQ�rl9.) Fpr Webs use 1 ROM of NAILS :2 in. O.C. TE OUNI �, L. �IJJJJ AY AIJILDING ®EP iRTFOIEW �g ® [� � / �9�pfESsrp,� ED <1 tilt WARN1Nt; . ? i/S Design valid for use only wlm MITek connectors. This design is based only upon pammetere shovM, snd 16 for an Individual C fvt` �P building component to be Installed and luded venlcally. Applicability of deafgn parameters and proper incorporation of �•- J> \ component Is responsibility of bulldlnv deslgner . not trues designer. Bracing shown is for lateral support of Inalvldual web 7F CAL,��a mambers only. Additional temporary bracing to insunt stability during comirwilon le the r86ponetbtlny of the erector. Additional permanan bracing of the overall etrucwre is the responsibUlty of the budding designer. For ganeral.puidance regarding fabrication. Quaft control, storage, delivery, erection, and bracing, consult 067.99 Quality Standard, DBB.99 Bracing wu 6peoffloetlon, and HIS -91 Handling Installing arid Brecing Recommendation available from Truss Plats Institute, 5113•D• MITek Industries, Inc. Onofrlo Drive. Madison, WI 93719 Mat, 26. 1999 11:01AM MITEK INDUSTRIES INC. No,8657 P: 21 0 15356 5 1 n Fo" may �24 100339: 58 1999 Customer : MEGAWDADI 1 Top P tcn ' 104 t Projec0: Q3a04 Trufs9 ID F3 6/12 Span 17-0-15 Quantity Es-S� v•t-.�.o. e1a uieiiofara) 11-8 --17-0-15 11�- I 8-0-4 5-5-12 5-6-15 3' 4X4 BLOCKING & BRACING 3 REQUIRED AT a!pF'(`P' C4 I. 3x4 30 5 3X4 MOSS STRzzNC.: LUMS 15 PLATE - 1.15 SPACING:24.0 in o.c. UBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSLS USED NO. OF MEMBERS 1 DEFLECTION(IN.) L.L- 0.01,O.L-0.02,T.L-0.03 REACTIONS. SIZE: 1--714.3.50 5--638. 3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--672 . 2-3--622 . 3-4--230 , 4-5--623 , BOTTOM CHORD: 5-6- 0. 6-7- 380, 7-1. 774, WEBS: 2-7--303. 3-7- 931, 3-8--3,94, 4-6- 910, OJTrE COU, QUING ®EPARTME Dealgn v611d for use only -in MITek connectors. This design is based cr.y upon parameters shown, and is for an imMoual building component to be Irw—aued and loaded vertically. Appaoabfitty of deelgn parameters and proper Incorporation of component is respens;:ely m oulfding deeigner - not truss deagner. Swing enown le Ior lateral support or tndlo wat web members only. Additional tenobrary bracing to Insure atabliky during ccnstrvction u tha responsibility o1 or the sn;c. A,'d;ional . permanent orating of the evetall structure is the responalt9llty of the buq:ing deaipner. For general guidance regarSng fabrication. Quality coned. atorage, delivery, emcdon. and braoiN, consult OST48 Ouaitty 8tanderd, OSS40 Bracing MR SpecMlcatIm, and HIB -21 Mendllmg Installing and Bracing Recommendation evadable from Truee Plate Institute, 54310' MITek Induattl••, Inc. Onofflo Drive, Medieon, WI 53718 MAY 2 6 1999 kG P-30-00 Of �,M -1 -- -- 7-10-3 7-3-11 1-11-2 L. HL TO PK: 12-10-5 LEFT HEIGHT: 0-4-3 SPAN: 17-0-15 RISE: 6-1-3 R. HL TO PK :6-2-13 RIGHT HEIGHT: 3-3-11 OA NG (PSF MAX STRESSES MIN MUM GF1A0 OF LUMBER PLATES: L TOP 3-4-0.370 TOP CHOa0:2XA No.16Btr GR OF -L TOP 16 15 SOTT 7-1-0.265 BOT CHORD: 2X4 NO.SSBtr R OF -L MOTT 0 7 LL.OEFL.07-0.01 < L/350 P)Ees __2X4 STANOARD GR OF -L MOSS STRzzNC.: LUMS 15 PLATE - 1.15 SPACING:24.0 in o.c. UBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSLS USED NO. OF MEMBERS 1 DEFLECTION(IN.) L.L- 0.01,O.L-0.02,T.L-0.03 REACTIONS. SIZE: 1--714.3.50 5--638. 3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--672 . 2-3--622 . 3-4--230 , 4-5--623 , BOTTOM CHORD: 5-6- 0. 6-7- 380, 7-1. 774, WEBS: 2-7--303. 3-7- 931, 3-8--3,94, 4-6- 910, OJTrE COU, QUING ®EPARTME Dealgn v611d for use only -in MITek connectors. This design is based cr.y upon parameters shown, and is for an imMoual building component to be Irw—aued and loaded vertically. Appaoabfitty of deelgn parameters and proper Incorporation of component is respens;:ely m oulfding deeigner - not truss deagner. Swing enown le Ior lateral support or tndlo wat web members only. Additional tenobrary bracing to Insure atabliky during ccnstrvction u tha responsibility o1 or the sn;c. A,'d;ional . permanent orating of the evetall structure is the responalt9llty of the buq:ing deaipner. For general guidance regarSng fabrication. Quality coned. atorage, delivery, emcdon. and braoiN, consult OST48 Ouaitty 8tanderd, OSS40 Bracing MR SpecMlcatIm, and HIB -21 Mendllmg Installing and Bracing Recommendation evadable from Truee Plate Institute, 54310' MITek Induattl••, Inc. Onofflo Drive, Medieon, WI 53718 MAY 2 6 1999 kG P-30-00 Of �,M May° -26. 1999 H.:00AM 411TEK INDUSTRIES INC.'No•8657 P: 20 Customer ; MEGAHOADI 1 Mon May 2,6 10: 39: '54 1999 Prgject .+w: R3404 Truss IO F2 Fafni1 w 104 Span 19-0-1`5 Ouantlty 1 Too Pitch : 6/12 , eE3-aa var•.2.0. blo ra/6/19991 MOs 11-01 6-0-4 i 11-6 '- 1 16-11-12 .19-0-15 r, 6-0-4 5-5-12 5-5-12 2-1-3 3; 4X4 3 I3LWKINn i 1156APMurF (4 5 3X4 3X4 a 3X4 STA. INC.: L.UN.B - 1.15 PLATE - 1. 15 REPETITIVE STRESSES USED DEFLECT I0NIIN.1 L.L- 0.02.D.L-0.02,T.L-0.04 AeACTIONB. BILE: 1--790. 3.50 6--714. 3.50 FORCES - LOAD CASE -92 TOP CHORD: 1-2--1038. 2-3-57 , 3-4--650 . BOTTOM CMORO: 6-7- 402. 7-0- 538. 8-1. 921. . WEBS: 2-6--300. 3-0- 429. 3-7--86. SPACING:24.0 In O.C. NO. OF MEMBERS - 1 a -S- 0 5-6--61 A-?- 178. A -6--7t5. UBC 97-IC5O.ANSI/TPI95 MAY 2 6 1999 Q�OfESSIO� ROILDING ®EPART€V ��``° ONO G`�y AprinfOVED i Design valid for use only with MITek collectors. Tnk des!yn 12 based only upon parameters shoes, an: is for sn Indh•Idw \/itr� bu0ding component to be Installed and loaded v2nically. AppGa. parameters End of design parameteEnd proper uarororedon of r. - Or component le re6ocneloillty, of oullding designer • not trues gracing shown is for lateral support of IndMdual web msmban only. Add'eional temporary braclng to Inure stability during oonetructlon la the responsibility of me erector. Add'aional :. permanent bracing of the overall structure is the responsibility of the building designer. For general guldence regarding fabrication, Quality control, etorage, aellvery, erection, end bracing. consult OST -86 Quality Standard, 09849 Bracing .6pe41floatlon, and HIS -01 Handling Installing and Sraoing Recommendation available from Truett Plate Institute, 583'D' MITak Induotrles, Inc. Onolrfo Drive, Madison, WI 53719 7-10-3 15-1-13 1 1 7-10-3 7-3-11 3-11-2 L. HL TO PK: 12-10-5 R. HL TO PK : 8-5- 1 1 LEFT HEIGHT: 0-4-3 SPAN: 19-0-15 RISE: 6-1-3 FLIGHT HEIGHT: 2-3-11 LOADING PS MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220. 19C L Li TOP 1-2-0.320 TOP CHORD:2X4 NO.IGBtr GR OF -L T P 18 15 BOTT B-1-0 285 BOT CHORD:2Xd NO 16Btr GA OF -L 8�TT 0 7 LL.OEFL.C;26.02 < L/350 WEBS :2X4 STINOARD GR OF -L STA. INC.: L.UN.B - 1.15 PLATE - 1. 15 REPETITIVE STRESSES USED DEFLECT I0NIIN.1 L.L- 0.02.D.L-0.02,T.L-0.04 AeACTIONB. BILE: 1--790. 3.50 6--714. 3.50 FORCES - LOAD CASE -92 TOP CHORD: 1-2--1038. 2-3-57 , 3-4--650 . BOTTOM CMORO: 6-7- 402. 7-0- 538. 8-1. 921. . WEBS: 2-6--300. 3-0- 429. 3-7--86. SPACING:24.0 In O.C. NO. OF MEMBERS - 1 a -S- 0 5-6--61 A-?- 178. A -6--7t5. UBC 97-IC5O.ANSI/TPI95 MAY 2 6 1999 Q�OfESSIO� ROILDING ®EPART€V ��``° ONO G`�y AprinfOVED i Design valid for use only with MITek collectors. Tnk des!yn 12 based only upon parameters shoes, an: is for sn Indh•Idw \/itr� bu0ding component to be Installed and loaded v2nically. AppGa. parameters End of design parameteEnd proper uarororedon of r. - Or component le re6ocneloillty, of oullding designer • not trues gracing shown is for lateral support of IndMdual web msmban only. Add'eional temporary braclng to Inure stability during oonetructlon la the responsibility of me erector. Add'aional :. permanent bracing of the overall structure is the responsibility of the building designer. For general guldence regarding fabrication, Quality control, etorage, aellvery, erection, end bracing. consult OST -86 Quality Standard, 09849 Bracing .6pe41floatlon, and HIS -01 Handling Installing and Sraoing Recommendation available from Truett Plate Institute, 583'D' MITak Induotrles, Inc. Onolrfo Drive, Madison, WI 53719 Ma Y•-26. 1999 11:00AM MITEK INDUSTRIES INC. No•8657 P: 19 e Customer : M01EGAHDADI Mon May 24 10' 39: SO 1999 Pf-O)eet M: R3404 Tr^utse IO F1 Family air 104 Span 23-0 Quantity S Top Patch 5/12 ACII i v*r.7. O. B]d WEI/lOgg) PLATE OFFSETS (X-LEFT.Y-TOP): 67.3.2). 1-0 6-0-4 11-6 16-11-12 1 23-0 r!1 6-0-4 5-5-12 5-5-12 6-0-4 3: 4X4 3 Al eLEO�pE�� d BRACING 5x6 3x4 (5 s 7-10-3 15-1-1A•_� 23-0 I 7-10-3 7-3-11 7-10-3 L. HL TO PK: 12-10-5 R. HL TO PK :12-10-5 JLEFT HEIGHT: 0-d-3 SPAN: 23-0 RISE: 5-1-3 RIGHT HEIGHT: O -d-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2-0.326 TOP CHOR, 2XA No.168tr GR OF -L TOP 16 15 SOTT -7-1-0.325 BOT CHORD:2X4 No.16Btr GA DF -L. BOTT O 7 LL.DEFL.07-0.03 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB 1.15 PLATE - 1.15 SPACING' 2d.0 in O.C. UBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEEMBERS - 1 OEFLECTIONIIN.) L.L- 0.03,D.L-0.05.T.L-0.08 REACTIONS, SIZE: 1--939.3.50 5--863.3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--1381. 2-3--1161. 3-4--1181. 4-5--1361. BOTTOM CHORD: 5-8- 1208. 6-7. 63-30. 7-1- 1208. WEBS: 2-7--295. 3-7. 424 3-6- 424, A-6--295. MAY 2 6 1999 TTE COU DEPART pQR� �H'ql jokpi p r�. xftinr;nett - �••:.::. . .. .... ,... Ossign vapid for use only with MITsk connectors. This cesirn Is based only upon Darsmeters shcwri. and Is for an Indivldusl J} C buntline component to be Installed and loadee veniauT. Applicability of design parameters end .^foocr in;oroortticn of ' component b responsibility of building designer - net toss designer• P.recing shown Is for Ir a:el Eupoon of individual web : or memb" only. Additional temporary bracing to Insure staanry during conatruetion Is the respeneiolity cf the erector. Additionalft, .r �+ permanent Wscing of The overall atrueture Is the respcnsibllhy of the building designer. For general gu4anoa regarding iN laWation, quality control, storags, deery, erection, and bracing. coneuh OST -86 Ouallty Standard. DSB-89 Bracing Specification, and HIB -911 Handling Installing and Bracing Recommendation availabi: hom Truss Plata Instittne. SB1 D' MITak Industries, Inc. 0nofrlo Orlve. madlacn, WI 93719 MaW-26. 1999 10:59AM MITEK INDUSTRIES INC. No•8657 P - 18 6572 Customer : MEGAHOADI Mon May 24 10: 39: 45 1999 Pro;eet -0: R3404 Truss IO F Family i 304 Span 23-0 Ouantlty 11 Top Pitcn 5/i2 xeiii MOB! PLATE OFFSETS (X•LEFT,T-TOP): (17.3.21. ,r Or 6-0-4 I 11-6 1 16-11-12 1 23-0 11-4 6-0-4 5-5-12 5-5-12 6-0-4 3; 4X4 3 Vs 3x4 7-10-3 15-1-13 23-0 7-10-3 7-3-11 7-10-3 c5 s L. HL TO PK: 12- 1 O-5 R. HL TO PK : 12-10-5 HEIGHT:0 4-3 -0 -1-3 RIGHT HEIGHT: LOADING PSF MAX STRESSES MINIMUM GRADE 0 LUMBER PLATES: M20-220. 190 L TOP 1-20.326 TOP CHORD: 2X4 No I&Str GR OF -L TOP 16 1� BOTT 7-10.325 BOT CHORD: X4 No.I& Btr GR OF -L BOTT O LL.OEFL.97-0.03 < L/380 wEBS :RX4 STANDARD GR OF -L STRzjNC.: LUMB 1.15 PLATE - 1.15 SPACING:24.0 in o.c. UBC 97-ICBO,ANSI/TPI9S REP,tTITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.03. D.L-0.05. T.L-0.08 REACTIONS. SIZE: 1--239,3.50 5--939.3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--1367. 2-3--1181• 3-4--1181. 4-5--1361, BOTTOX CHORD: 5-8- 1208, 6-7- 830, 7-1- 1208. wE85: 2-7--285, 3-7- a24, 3-8- 424. •-6--295. uTT'E CC�U�1 i� MAY 2 6 1999 i-AAJILDING ®EPAFIE ' 9ROfES51p ED . p 0Vb� n--;oma..-t..f a, r „a-.v,iv -ith MtT-k rl -writ. Tht noatan 1. npco.t nnh. „nnn nararr.w. shnw4. and is for an individual building component to be Installed end loaded vertically. Applksbil;ty of dcsign parameters and proper Incorporation or ra r..- '�, t=1Vi Y. component is responsibility of bullding deal;.ner - not truss dealgner. Bracing shown Is icr lawal support of inef idual web SOF AtW� members only. Additional temporary bracing to insure stability during construction is the reeponaibility of the erector. Addhlonai permanent bracing of the overall structure Is me responsibility of the building designer. Fcr general guidance regarding fabrication, quality control storage, delivery, erection, and bracing, consult OST -88 Ouatiry Standard, D60419 bracing Specification, and HI841 Handling InetallIng and Bracing Aacomrnondsdon available from rause Plate Inathute, 583'0' h(ITek Industrlea. Inc. Onafrio Drive, Medidon. WI 63710 4' ,4 MaY•2.6. 1999 10:59AM MITEK INDUSTRIES INC. L No•5651 F. 17 S535673 3Mon May 24 10: 39: 40 1999 Customer A3404 ADI Family 0 108 Prolecl +r: 233--0a 0 Ovantity Trues ID F8 Top Pich 6/12 Span 3 S t MOS ''PLATE OFFSETS (Y-LEFT,T-TOP): ()3.3.1.51. ()4-2.0,21, (15.2.1.51. ()8.3.21. ()9.4,21, 1110.3.21. 3: -1-1 - - - 4-2-5 3-7-13 3-7-13 3-7-13 3-7-13 4-2-5 5X5 4 6X6 7X8 t;A0 1- -11- - 6-0-4 5-5-12 5-5-12 6-0-4 5X5 7 ` HL TO PK: 12-10-5 LbrT HEIGHT: 0-4-3 SPAN: 23-0 RISE: 6-1-3 R. HL TO PK : 12-10-5 RIGHT HEIGHT: 0-4-3 LOADING P5F) MAX STRESSESMINIMUM RAOE TOP CNORD:2Xa OF LUMBER No.166tr GR PLATES: M2 - 20.19C OF -L L D TOP 16 15 TOP 1-2-0.296 BOTT 7-8-0.698 BOT CHORD:2X6 SS GR OF -L BOTT 0 7 LL.OEFL.09-0.04 < L/360 WEBS :2X4 STANOARD GR DF -L STR.INC.: LUMB 1.1°5 PLAT - 1.1:5 SPACING: 24.0 in 0,c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS DEFLECTION(IN.) L -L- 0.09, O.L-0.12, T•L-0.20 REACTIONS• SIZE: 1--2449.3.50 7--2A49.3-150 FORCES - LOAD CASE 01 TOP CHORD: 1-2--4016. 2-3--3638. 3-4--2840. 4-5--2840. 5-6--3858. 6-7--4016, BOTTOM CHORD. 7-8- 3683. 8-9- 2688, 9-10. 2988. 10-1- 3583. WEBS: 2-10--199. 3-10- 1088, 3-9--913, 4-9. 2135, 5-9--913. 5-8. 1086. 6-6--199. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS (LOS) LUMBER PLATE TYPE 1 1.15' 1.15 UNIFOAN 1- 7- 52 7- 1- 147 USC 97-ICBO.ANSI/TPI95 MAY 2 6 1999 V9.0RSS10�l,�� APPROVED 04WI9 Sr Design valid for use only with MITek connectors. This design to based only upon parameters ehowri, and is for an IndIvIduAl OF Cn��to�Y building component to be installed and loaded-erticafiy. Appilubillty of ceelgn peramerers and proper Incorporadon of �� - comoonent is responsibility of ouliding designer • not truss designer. 5racing enown le for tawal support of Individual web + � memere only. Additional temporary bracing to insure stability during cohsirunion is the responsmi ry of me erector. Add'nional = -permanent bracing of the overall sli4mro is the responsibility or the building dealgn4r. For general guidance regarding fabrication. quality control, storege, delivery, erection, and bracing, consuh QST48 Quality Standard, D0•e9 bracing SpecKleation. and HID -91 Handling Installing and Brading Recommendation aveliebts from Truce Plate Institute, sea D' MITek Industries, Inc. onafrio Drive, Madison, W153719 I Mar -26. 1999 11:03AM MITEK INDUSTRIES INC' No -8657 P. 27 a CUetOmer MEOAH--T--U15356131 DApI MonMay 24 SO: 40: 24 1999 Project Jilt: 83404 Tr6B6 IO G8 Fem11y N 324 span 17-10 Ouantity 1 Top Pitch 6/12 •CHs -22 ver .2.O, 810 (,/6/1999) PLATE OFFSETS IX -LEFT, Y -TOP): l)3.4, 2 -el. (17-4.21. I91)-2.5. 2). 11-0I 3-8-1 1 7-4-3 10-5-13 14-1-15 17-10 11-0I 3-8-1 3-8-1 3-1-10 3-8-1 3-8-1 4) 5x8 6x8 3 4 5X5 5X8 r 6-0 I 11-10 17-10 I 6-0 5-10 6-0 Moss L. ML TO PK: 8-2-9 R. HL TO PK :8-a-9 LEFT HEIGHT:0-4-3 SPAN:17-10 RISE:4-4-3 RIGHT HEIGHT:O-4-3 LOADINGPSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220,190 L D TOP 1-2-0,189 TOP CHORO:2X4 No.168tr OR OF -L TOP 16 15 60TT 5-7-0.842 SOT CHORO:2X6 No.1 OR OF -L 80TT 0 7 LL.DEFL.08-0.04 < L/350 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB 1.15 PLATE - 1.16 SPACING:4.0 in O.C. UBC 87-ICBO,ANSI/TPI95 REPETITIVE STRESSES NOT USEO NO. OF mimd&s 1 DEFLECTIONIINA L.L- O.OA.D.L-0.06,T.L-0.10 REACTIONS, SIZE. 1--1742,3.50 6--1742,3.50 FORCE 5 - LOAD CASE 91 TOP CHORD: 1-2--2811, 2-3--2418, 3-4--1834, 4-6--2418, 5-6--2811. BOTTOM CHORD: 8-7- 2328, 7-8- 1834, 8-1- 2328. WEBS: 2-8--214, 3-8- 937, 3-7- 0. 4-7- 937. 5-7--214. LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (L68) LUMBER PLATE TYPE 1 1.19 1.11 UNIFORM 1- 6. 82 6- 1- 128 a MAY 2 6 1999 lY/A.RNlNG• t/mif,..';1�: ;rtrnnytfr.::t.::r1:t!:i:. - !a:)..:��1{,5.-.t':i.'•.B;:l'(.;R/:1JSl: Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and Is for an InaMausl ,j/ building component to to installed end loaded vertically. Applicability of desi;n paran+eiers and proper incorporation of is eonponeni responsibility er auilding designer - not truss detignsr. 8rscinp shown Is for lateral wppon of Individual web membem only. Addhionel tenpofary bracing to insure stability during. com-uafon Is the rasponsiblilry of the erector. Additional permanenl pfadng of the overall structure Is the responsibility or the bulking designer. For general guidance regarding . fabrioMion, Quality control, stcrey6, dallvery. erection, end bracing, consult OST -68 Quality Standard, DOD -69 Bracing SpeeMleadoN and HIB -91 Handling Installing and Bnaing Reeammendation available from Truss trfefe Instituit.642 D' MIT*k Induotrl49, Inc. Onoffia Drive. Medlson, iM 93719 } May .26. 1999 11:04AM MITEK INDUSTRIES INC. No•8657 P - 28 of Customer- : MEGAWDAOI Mon May 2d 10: 40: 28 1999 Pro)ect. IN: R3AOA Truss ID G Family N 104 Span 17-10 OUantity 3 Top Patcn : 5/12 ACat-39 ver.2.0,11111a(4/0/1999) 3: 4-10-12 8-11 12-11-4 __ 17-10 4-10-12 { 4-0-4 } 4-0-4 4-10-12 t 04 3 3X4 30 ;4 1 MOSS I B-2-13 11-7-3 1 17-10 I 6-2-13 5-4-5 6-2-13 L. HL TO PK: 9-11-10 R. HL TO PK :9-11-10 LEFT HEIGHT: 0-4-3 SPAN: 17-10 RISE: 4-9-11 RIGHT HEIGHT:0-4-3 LOADING PSF AX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220, 190 L TOP 1-2-0.190 TOP CHORD:2xd No.I&Btr GR OF -L TOP 15 15 SOTT 7-1-0.324 SOT CHORD: X4 No.%&Btr ORF -L BOTT O 7 LL.OEFL.@7-0.02 < L/380 w ---SS :EX4 STANDARD GR OF -L STR.INC.: LUMS — 1.16 PLATE - 1, 15 SPACING:24.0 In O.C. UBC 97—ICBG. ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0,02, D.L-0.03. T.L-0.05 REACTIONS. SIZE: 1--667.3.50 5--687.3.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHCAD: 1-2-1028. 2-3--899 . 3-4--869 , 4-6--1028• BOTTOM CHORD: 6-6- 911, 6-7- 639, 7-:- 911. WEBS: 2-7--224. 3-7- 323. 3-6- 323. 4-6--224, TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCURPENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 MAY 2 6 1999 ROILIDING DEPARTMEN- �OQRpFESSrp�eF PP v ���a r 0, A ITmU?NljvG . Design valla la use c^ly with MiTsk connectors. This da:iin is beaed only Upon Parameters bnowd, and is Yr en IndMdual bolding oempenen: r re metalled And loeded vemCelry. App1:a30ity of de.lgn pargmet6r; and proper incorporeGon of ra �•- Y ownponent is respccsibillty of building designer - not uuas ceer-•e:. Srsclri;, enown'le for leteral support of i.%-Hzual web members only. Ade'htonai temporary bracing to insure stability _vr+rg construction bane reeponelblllty of Tne e•eclor. AOottlonal . � • <�� (�/��1� Dermanent bracing o: ate overall structure Is the responsibiliy, cf one building designer. For general gutaence regaraing febricatbn, qualry control, etorge, delivery, erection, end bra-.ro, conaun OST -68 Quality Standard, DO" Bracing Specification. end HID -91 Handling Installing and Bracing Recommendetlon evsilable from Trues Plate Institute, 683 D' MITek Industries, Inc. Onotdo, Drive. Madlaon, WI 53719 May •26. 1999 11:13AM MITEK INDUSTRIES INC. No.8657 P. 47 153 1 Customer : MEOAHOADI Mon May 24 10- 42: 17 1999 Project jo: R3404 Truss ID K Family M 201 Span 3-11-e Quantity 5 Top Pitch 6/12 .CES -32 ver _ 2.0. s1e (•1611000) MCI& 1-0 3-11- 3-11-8 1 X4 Connect truss to girder with Simpson or equal LJ 2y hanger. 2 2x10 WEDGE 3 3-11-8 3X4 3-11-8 L. HL TO PK: C-5-2 LEFT HEIGHT: 0-4-3 SPAN:3-11-13 AISE:2-3-15 RIGHT HEIGHT:2-3-15 LOADING (PSF MAX STAtSSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L Li TOP 1-2-0.169 TOP CHORD:2Xd No. JCBtr OR DF -L TOP 16 15 BOTT 3-1-0.038 BOT CHORD: 2X4 No. i&Str- OR OF -L BOTT O 7 LL.OEFL, < L/360 WEBS :2X4 STANDARD GR DF -L STA.INC.: LUM13 1.16 PLATE - 1.15 SPACING:24.0 in O.C. UBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i 1-6-12 CANT. LEFT MEEL OEFLECTION(IN.) L.L- 0.00,0.L-O.00,T.L-0.00 REACTIONS, SIZE: 1--221.3.50 3--145.3.50 FORCES - LOAD CASE 11 Too CHOrD: 1-2- 0 :2-3--119 , BOTTOM CHORD: 3-1- 0. xEBS: iiiJILDING DE_ ARTMEW MAY 2 6 1999 A --� � �/ ,.� Qpo�Ecslo'� ::!Y; Ph"P RE USI.: Oester. valid for title only fMih MITek connecters. This oeslgn is based only upon parameters sr,�•.vM1, and Is for an Indmdual ��'q C bulldin; component to be Inetalled and based ve s5y. Applicabllhy of design parameters ana Prop6r Incorpomflon of �•• y component le responelNaty w or building designer • not flues dealgner. Bracing shon la for lateral support of Individual web •e i�F memban ony. Additional temporary bracing to Insure ssbllhy during construalon Is the resoonslbllity of tha erector. Additional permanem bracing of the overall structurals the reeaonslWlhy of the bullding deslgrwr. For genwel guidance regarding taonceaon, quality control, atorage, delivery, sreotion, and bracing, oonsuh 067.69 Quality Standard, 068.69 8raoing 6pechIcAdon, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 667 D' MITek Industries, Inc. Onotrlo Drive, Medleon, WI 5370 maYt•26. 1999 11:]SAM MITEK INDUSTRIES INC. No•865i P. 59 0153571 Custom 0r MEGAHOADI Mon., May 24 10' d3: 19 1999 Pro)ac0 0: R3d04 Trues IO KG Farrmlly M 323 Span 15-0 Quantity 2 Too PStch 6/12 YAC ACES -32 var•.2.0. 010 t4/B/129-3) PLATE OFFSETS (t; -LEFT. T -70F); ()a-5.31. ()9-4. 51. 3: BLOCKING & BRACING REOUIRED AT SUPPORT: 3-4-3 6 0 9-2-1 12-0 15-0 3-4-3 2-7-13 3-2-1 2-9-15 3-0 5X10 4X5 3X4 4X12 1X4 12X12 10X12 7 3-4-3 9-2-1�15-0 RXg 3-a-3 S -9-t5 - I 5-9-15 ~ L. HL TO PK: 3-8-15 LEFT HEIGHT: 0-d-3 SPAN: 15-0 RISE: 2- d-3 RIGHT HEIGHT: 2-0-4 LOADING (P$F) MAX S RES3E9 MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L O TOP 3-4-0.479 TOP CHOIR0:2X4 No.ISBtr GR OF -L TOP 16 15 BOTT t3-9.0.917 BOTT 0 7 LL.OEFL.08-0.11 < L/380 BOT CHORD: 2X10 No.ICBtrr WEBS :2Xe STANDARD GR OF -L GR DF -L STR.INCC LUMB 1.15 PLATE- 1.15 SPACING: 24.0 1r) O.C. UBC 97-ICBO.ANSI/TPI95 REPTI7tVE STRESSES NOT USO E NO. OF MEMBERS 2 DEFLECTION(IN.) L.L- 0.11.O.L-0:15,T.L-0.25 MED: 5-8 TO BE 2X4 No.16Btr Ga DF -L REACTIONS. SIZE: 1--55813,3.50 7--5589.3.50 FOACE9 - LOAD CASE 61 TOP CHORD: 1-2--10356, 2-3--9399. 3-4--13082, 4-g__73082, 5-8- 0 6 -7 --EB BOTTOM CHORD: 7-8- 6741, a-9- 11251. 9-i- 9399. MEDS: 2-9- 4191. 3-9--2124, 3-0- 2023. <-fi•-186. 5-8- 7168. 5-7•-7604, LOAOINB BTRESS INCREASE LOADING PANEL(PLF) / 40INTS(L89) LUMBER PLATE TYPE 1 1.15 1.15 UNIFO;1N 1- 6- 52 7- 1- 698 2 MEMBERS NAILEO TOB. M/1 ROY(S) OF .131«3 In. NAILS 12 1n. D.e.(T0P CMS.).AND 2 ROx(S) OF .131=3 1n. NAILS 4 1n•. o.c(80TT. CHS.) For Meta vae 1 ROM of NAILS 12 1n. O.C. MAY 2 6 1999 ,aUTT E COUN � pfESsr Q- A vtr �� FEE: n a Design vena for use only vitn MITek connactaa. Tore eeslgn is msea only upon psrameter3 anown, and Is for sn,nalvlausi buildng component to be installed And losdad v:nicany. Applioobility of design parameters and proper inoorporption o1 �� • f� (`)vE�. tQ m m bens tis responsibility Adalflai of building designer •not was designer. crating shown t for lateral support of Individual el web \�T C f OAC, members only. Aaalgbfidi temporary bracing to Insure stability during cOnetNcgM la the responelDnfry of the erector. Additional � .nF Lrr.,{ �i permansm Dracing of me overall atructure Is the reaponslbinty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection. and bracing. consult OBT-N Duality Btendard. DOB49 Bracing Specification, and HIB -91 Handling Inetalling and Bracing Recommendation available from Truss Plate Inslihde.883 D' M1Tak industries, Inc. OnefHe Drive, Madison, Wl 63712 May -26. 1999 11:14AM MITEK INDUSTRIES INC No -8657 P. 50 Customer 01535704 MEGAHDAOI Mon May 24 10:42:30. 1999 Pro)ect •: R3404 Trues ID L Fdm11 0 201 Spun 4-0 Quantity 4 Top PytCM 6/12 •CEO -32 vae'.2.0, 1910 (4/6/1000) MDSE 4—U i 4-0 Connect truss to girder With Simpson or dual —j-6 2-`'j hanger. 1X4 2 3 4-0 3X4 4-0 L. HL TOPK:4-5-31 'LEFT HEIEI GHTHT: O -al -3 SPAN: a -O RISE: 2- 4-3 RIGHT HEIGHT:2-4-3 LOADING PSF MAX STRESSES MINIMUM GRADE OP LUMBER PLATES: M20-220.ago L TOP 11-2-0.153 TOP CHOR0:2X4 NO.16Btr GR OF -L TOP 1 15 BOTT 3- 10.039 BOT CHORO:2X4 No.16Btr GA OF -L BO.TT 7 LL.DEFL, < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMS - 1.15 PLATE - 1.15 SPACING: 24.0 in O.C. UBC 97-ICBO.ANSI/TPI9!! REPETITIVE STRESSES USED NO. OF MEMBERS - ] DEFLECTION(IN.) L.L- O.00, D.L-O.00, T.L-0.00 REACTIONS. SIZE: 1--217.3.50 3--141,3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 0 2-3--115 , ' BOTTOM CHORD: 3-1- 0, WEBS: - MAY 2 6 1999 .� 1Sii1tA'lAfG•- %•. ':�: .t:::: ��... _ .. ...:.. .r-. .._:: <;)1{f; ,'.1.51•: Design valid for use only ,vi h MITek connectors. This design is basad only upon parameters shovvri, end is for an individual building component to be Installed and loaded-erkally. Appllcablirry cl design parameters and propsr Incorporation or�..- component Is reaponslbithy of building designer . net truss designer. Bracing shown ia.for lateral support of individual . -b members only. Additional ismporery bracing to Insure etsblllty durtnp Gnstruct)on le the responslblllty of the erector. Add conal Permanent bracing of the "rail structure Is ins reeoonsib8ny of tee ouuding designer. For general guidance regsrding labneadon. Quality control, storage, delivery, areotion, and bracing, consult OST -80 Qualhy Standard, OSB -09 Orating Specification, end HIB -91 Handling Inetalllnp and Bracing Recommendation available from Trues Plate Institute. 683.0• MITek lnduairles, Inc. On0frl0 Dtive, Madison, WI 63719 I V I V �ce,r,E.OF CAL M`dY-26. 1999 11:14AM MITEK INDUSTRIES INC. cr{etomer MEGAHOADI Pr83404o)e�t +�: 83404 Trues ID L2 6pan 4-0 Ouentity 2 ACEs -3E vel -.2.0. 1410 14/6/1009) No•8657 P. 51 FBm 1 1 yy#24 13:232: 33 1999 Top Pitch : 6/12 1-0 1 1-4-3 , -- 4-0 t 1-4-3 2-7-13 I Connect truss to girder 5X6 with Simpson or equal 1 Lu hanger. 3 4 MOS5 I d�1 rE VOLMY ROLOING DEI• ARTMEN RPRNUVEn AwAwilvc;- It, Dastgn varld for use only with MITek connectors. Tnl6 design 4 based only upon parameters "mr, end is tar an Indy/Idusl 3X4 building ccmpcnani to tq instatlpd and loaded venlcatlt•. Wicablilty of design MIGInalare and oroeer Incorporation of f 4-0 mempere only. Adanlonal temporary orecing to insur- stability during construction is VK rvspo wNr'ity of the eractor. Additional 4-0 fab6 ation.;uatity control, storage. delivery, erection, ane bracing, consult OST -H Quality standard, Dgg.ga Bracing L ML TO PK: 1-6-1 Specification, and HI8-91 handling Inatalling and Bracing fiacommendatlon 4vpllable-from Trues Plate Institute. 583 D' 1AITek Indualflas, Inc. Onotflo Drtva. Madison. WI $3119 LEFT HEIGHT:0-4-3 SPAN:4-0 RISE: 1-4-3 RIGHT HEIGHT:1-0-4 LOADING (PSF MAX STRESSES MINIMUM G ADE OF LUMBER PLATES:M20-220.140 L TOP 2-3-0.081 TOP CHORD:2X4 No.1S8tr GR DF -L TOP 16 15 BOTT 4-1-0.055 BOT CHORD:2X4 NO.16Btr GR OF -L BOTT O 7 LL.DEFL.00-0.00 < L/350 WEBS :2X8 STANDARD GR DF -L STR.INC.' LUMB - 1.15 PLATE - 1.16 SPACING:24.0 in O.C. U8C 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECT ION(IN.) L.L- 0.00.0.L-0.00. T.L-0.00 REACTIONS. SIZE: 1--217.3.50 4--141,3.50 FORCES - LOAD CASE 01 TOP CHORD: 1-2--150 . 2-3- 0 3-d--78 BOTTOM CHORD: a-1- 128. . WEBS: 2-4--133. I d�1 rE VOLMY ROLOING DEI• ARTMEN RPRNUVEn AwAwilvc;- It, Dastgn varld for use only with MITek connectors. Tnl6 design 4 based only upon parameters "mr, end is tar an Indy/Idusl building ccmpcnani to tq instatlpd and loaded venlcatlt•. Wicablilty of design MIGInalare and oroeer Incorporation of ... r. - componsnt Is responalbllhy at building deelgner - notwas eeelgner. Brsctng ehopvn Is tot lateral Support of Ir'Mdual Web mempere only. Adanlonal temporary orecing to insur- stability during construction is VK rvspo wNr'ity of the eractor. Additional permanent orating of 1118 overall structure is the mspcnsibi* of the building designer. For genaml guidance regarding fab6 ation.;uatity control, storage. delivery, erection, ane bracing, consult OST -H Quality standard, Dgg.ga Bracing Specification, and HI8-91 handling Inatalling and Bracing fiacommendatlon 4vpllable-from Trues Plate Institute. 583 D' 1AITek Indualflas, Inc. Onotflo Drtva. Madison. WI $3119 MAY 2 6 1999 J CY 1/Y'Y'i4 J. Clw �� �%F CAhTC� May' -26. 1999 11:13AM MITEK INDUSTRIES INC. No.8657 ' P. 49 01535703 Customer MEGAHDAOI Mon May 24 10. 42: 25 1999 Project *: R3AOA Truss 20 LA Family M 324 SOan 13-0 Quantity 3 Top Pitch : 5/12 ACAS -32 ver,a.0,BIC (A/6/1800) KOS: PLATE OFF6ETS I= -LEFTY -TOP): ()2.4.2.51. 3 t1-0 3-4-3 9-7-13 13-0 3-4-3 6-3-10 3-4-3 6X8 5X6 gLOCKING & BRACE REQUIRED AT SUPPORT 3X4 3X5 r 2-4-4 , 10-7-12 r 13-0 2-4-4 8-3-8 2-4-4 (4 L. ML TO PK: 3-8-15 R. HL TO PK :3-S-15 DEFT HEIGHT: 0-4-3 SPAN:13-0 RISE: 2--d-3 RIGHT HEIGHT: 0-4-3 LOADING (PSF MAX STRESSES MINIMUM RADE OF LUMBER PLATES: M20-220,190 L TOP 2-3-0.890 TOP CHOR�:2X4 No.1SBtr GR DF -L TOP SB 15 BOTT 5-5-0 718 SOT CHORD: 2XA NO..I&Str GR OF -L BOTT 0 7 LL.DEFL.04-6,00 < L/360 WEBS :2X4 STANDARD GR DF -L ggTRIINCC LUMB - 1.15 PLATE - 1.25 SPACING•24.0 in O.C. UBC 97-ICBO,ANSI/TPI9: REPtTI7ILE STRESSES NOT USED NO. OF MEMBERS 1 DEFLECTION(INA L.L- 0.00,0.L-0.00,T.L-0.01 REACTIONS. SIZE: 5--039.3.50 5--719.3.50 FORCES - LOAD CASE i1 TOP CHORD: 1-2- 523 , 2-3- 03 . 3-4- 360 , BOTTOM CHCRD: 9-5--319, 5-6--194. 6-1--467, WEBS: 2-6--648. 2-5- Ba. 3-5--536. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTSILBS) LUPSER PLATE TYPE 1 1.15 1.15 UNIFORM 1- a- 62 A- 1- 52 OTT e GOUN' " MAY 2 6 1999 sTc / ,Qoftissf AP 1 A IL'A/f:Vl!�'fi- ;/... ry_!a, .. .:.i ..... _.. - ..ct�iu!..•rr. Design valid Mr use only vrith MITek connectors. This aeeign k Cased only upon parameters shot..(, anc is for an indlvlduel buhding comperent to be Installed and loaded vertically. AoplicFJllty of design persmeters and proper vcorporsaon of component Isl responsibility rn building b designer - not tress dee ,tar. crating showniis Is for lateral support 01 of nrecto . web ddi n+smbers eery. addhlonal temporary braGng to Insuro a'aoiliry, curing construction la tAe reeDOnelDlllry o1 :ne erector. Aadltlonal .permanent blsdng of the overall structure is the respcnsibilay ct the building designer. For general guidance regarding tabrication. Cwtty control, storage. delivery, erection, anti bracing, consult OST -U Otuellty Standard. DSB-89 Bracing SpecIfIcstlon. and HIB -01 Mandling Installing and Bracing Rscommendallon available from Truas plate Institut-, $63 D' IAITek Industries, Inc. OnoMe Drive, Madison, WI 93712 May 26 ;1.999 11:09AM MI ILK INDUS WLS INC. C No•865) . P. 40 E 01636694 Customer' MEGAMOADI Mon May 24 10: 41: 35 1999 Pr-olect w: 83404 TriMill IO v Family 0201 Span 13-6 Ouantity i Top PitCM : 8/12 ACES -3Y ver•.12.0. B1a (4/6/1999) ,1 -OI 6 -fl � 13-8 I 6-9 8.9 I Connect truss to girder with Simpson or equal I X4 T1711 hanger. 3 1X4 4 3X4 Moss 6-9 I 13-6 i 6-9 6-9 L. HL TO PK: 15-1-2 LEFT HEIGHT: 0-4-3 SPAN: 13-6 RISE: 7-1-3 FLIGHT HEIGHT: 7-1-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220. 19 L O TOP 2-3-0.536 TpP CHORD: 2X4 NO.16Btr- GR OF -L TOP 16 15 BOTT 4-5-0.344 BOT CHORD:2X4 No.148tr OR OF -L BOTT 0 7 LL.DEFL.&5-0.01 < L/360 WEBS :2Xd STANDARD OR DF -L STR.INC.: LUMB 1.15 PLATE - 1.15 SPACING: 24.0 1n O.C. UBC 97-ICBO.ANSI/TPI95 'REPETITIVE STRESSES USED NO. OF MEMBERS 1 DEFLECTION(IN.) L.L- 0.01.1).L-0.01.T.L-0.02 REACTIONS. SIZE: 1--578.3.50 a--502. 3.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2--547 . 2-3- 0 3-4--205 . BOTTOM CHORD: 4-5. 466. 5-1- e86. MEBB: 2-5- 92. 2-4--5e7. TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD ANO 7.00 CSF DEAD LOAD ON BOTTOM CHORD PER TABLE 18-8. LBC -94 A ;1 pplFtOVED MAY 2 6 1999 t A UURNING - Ve,- fY dMilQr: �r:'•:r.•rP:rn r,c :7.: ::�:' -.._ .„i:r'i 1 !:l' :I!,S,I; J'i!)-� N£F()kL LISx: Deslpn velld for use only w!m MITek connectors. Tnls ceafgn Is based only upon parameters shc•+rri, and Is for an Individual building component to be instafied and Waded verfcelly. Applicability of design parameters and proper Incorporation ofl C component is responsibility of building designer •not t.•usa designer Brazing shown is for WNW support of Individual web et members only. AddlGontl temporary bracing to Insure stability during conatrucdon Is the responslbllhy of foe erector. Add tionar � permanent Va.-Ing of the overall strmun is the resoonsrbllhy of the building designer. For general guidance regarding fabrication. duality coni, storage, delivery, erection, and braoing, oonsuh 0674 Quality Standard, 098-89 Bracing Specification, and HIS -91 Handling Installing end Bracing iiedOTmendatlen available from Truss Plats Insthute, 388 D' 61ITek Industrlss. 1ne. Oneida Wvc. Madison. YA 33719 Maj•26. 1999 11:13AM MITEK INDUSTRIES INC. No.8657 . P. 48 ICust1535702-1 omer MEGAHDADI Mon Mey 24 10:42:21 1999 r Po 3 tact +: R3404 Trusts ID YG Fam.i 1 r 201 ;Span 13-6 Quantity 2 Top P�tcn 5/12 ACEI-Zle v -r.0.0, &%a 14/6/1009) nuyy PLATE OFFSETS (x -LEFT, Y -TOP): ()2.4, 21. ()5.5, 1.61. - Connect truss to girder with Simpson or equal 1X4A1dj52g-2- hanger. 3 t 4 3X9 4 7X6 r 6-9 13-B 6-9 6-9 ' 'L. HL TO PK: 25-1-2 'LEFT HEIGHT: 0-4-3 SPAN: 13-6 RISE: 7-1-3 RIGHT HEIGHT: 7-1-3 LOADING PS MAX STRESS56 L b TOP 1-2-0.613 ..TOP 15 15 BOTT 5-1-0.807 ,-BOTT 0 7 LL.DEFL.06-0.04 < L/360 t'STR.INC.' LUMB - 1.15 PLATE - 1.15 *REPETITIVE STRESSES NOT USED ..OEFLECTION(IN.) L.L- O.OA.O.L-O.OS. T.L-0.09 REACT IOK*S, GIZE: 1--4342.3.50 4--4266.3.50 FORCES - LOAD CASE 01 ' TOP CHORD: 1-2--4823, 2-3- 0 3-4--205 , BOTTOK CHORD: A-5- 4326, 5-1- 4328, WEBS: 2-5- 3857, 2-4--4823. LOADING STRESS INCREASE LOADING PAkEL(PLF) / JOINTS(1.83) LUMBER PLATE TYPE 1 1.15 1.13 UNIFORM 1- 3. 52 4- 1- 1584 MINIMUM GRADE OF LUM ER PLATES: M20 -2a0,190 TOP CHORD: 2X4 No.16Btr' GR OF -L BOT CHORO:2XB SS GR OF -L WEBS :2Xe STANDARD GR DF -L SPACING:2e.0 1n O.C. UBC 97-ICSO,ANSI/TPI95 NO. OF MEMBERS - 2 2 XEMBERS NAILED TOG. W/I ROK(S) OF .131x3 in. NAILS 12 1n. D.C.(TOP CHSJ,ANO 2 ROM(S) OF .13143 In. NAILS S :p. D.C(BOTT. CHS.) For wale wit 1 POW Of NAILS 12 1n. D.C. MAY 2 6 1999 JUTTE COUNT V r',.,.- ILDIN+C DEPARTME , oQaoFEs, F kkV E rk) 0 elk A WARNING -rOl:l: I.!$'!'. Design valid far use only with MITek connectors. TAI; assign Is based only upon paw -eters shown. and B for an Intimduet building component to be Installed end lead6d vanically. Applicability or design pararnetera and proper Incorporation o1 lira rte•• ��Q� "'- G(lt camp0nent le reaponelDlllty of building deslgner • not trues deslgn;r. Bracing she%r. is for lateral support of IndMdUel woo OF lrflt.�F msmbars only. Addhionel temporary bra. -;ng to insure stabllhy during eonstrucilon )s the rmonsibilhy of the erector, Additional ' permenem bracing of the overall structure is the responsiWhy of the building dealgner. Fot general guidance r6gard)ng fabrt iltbn• quathy control, atorage, delivery, erection, and bracing, consuh OCT -88 Quality Standard, D6842 Braoing 9pectlleedw% and HIB -et Handling Installing and Bracing Recommendation avallatle from Trued Plate Institute. 583 D' MITak Industries. Inc. ' On011`10 DrNd, Madison, WI 53710 Mn -26- 1999 10:55AM MITEK INDUSTRIES INC. I N o . 8 6 5 7 P. 8 1 11 535 6 512 Customer MEGAHOADI Mon May 24 SO: 38: 33 1999 ProleCt N: 83404 Tr -use ID J2 FamilY f9 323 Span 8-0 Quantity 12 Top Pitch : 8/12 496-D2 Vra r•.7.0. Bao (a /6/19991 MOS! z 1-0 1-4-3 8-0 1-4-3 6-7-13 9PD9r -Rt trues to girder. �>s1�on or equal 5 X 6 L� Z`{--- hanger. 1X4 4 8-0 3X4 8-0 L. HL TO PK: 1-6- 1 LEFT HEIGHT: 0-d-3 SPAN: 8-0 RISE: 1-4-3 RIGHT HEIGHT: 1-0-4 LOADING (PSF) MAX STRESSES MINIMUM G AOE OF LUMBER PLATES: M20-220. 19< LL D TOP 2-3-0.509 TOP CHOR0:2X4 No.168tr GR DF -L TOP 1E3 105 SOTT 4-1-0.433 BOT CHORO:2X4 NO.16BtP GR DF -L BOTT O 7 LL.OEFL.00-0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR,INC.: LUMB — 1.15 PLATE — 1.15 REPETITIVE STRESSES USED DEFLECTION(IN.) L.L• 0.00. D.L-0.00, T.L-0.00 REACTIONS. SIZE: 1--369. 3.50 A--293. 3.90 UPLIFTS (LBS): FORCES - LOAD CASE it TOP CHORD: 1-2--388 , 2-3. 0 3-4•-202 . BOTTOM CHORD: 4-1- 332, WEBS: 2=4--335, SPACING: 24.0 IM O.C. USC 97-IC80,ANSI/TPISt NO. OF MEMBERS - 1 TRU88 HAS BEEN CHECKED FOa 10 PSF NON-CONCUPPENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CMOPO PER TABLE 16-8. UBC -94 Ji IV' 1 TE C0' lig, LDINC ®EPARTME.� , Deaton valid tot use only with MITek connectors. This design 12 based only upon parameters shown. and is for an indioidua! building component to be inmiled and loaded vertically. Applicability of dtelgn parameter¢ and proper Incorporatinn of r. �•- ' q C component Is responsibility of i:ul4ing deslgnsr - not truss designer Brcing shcrm is for lateral support of individual weD �F membere only. Additional ts;;r rmry bracing to insure atabliny during construction Is the roaDonalb(Ilty of the erector. Wnio at � pecmanam bracing or the overall structure Is the reaponelolirty, or the bunking designer. For general guidance regarding fabrication, quality eomrol, storage. delivery. erection, and bracing. consult OST -61 Quality Standard, D8&!9 Bracing Specification, and HIB -91 Hendling [Retelling and Bracing Reoorrlmandetlon available from Truce Plate Institute, 581 D' MiTek Industries, Inc. Onerrfo Drive, Madison, W1 93710 MAY 2 6 1999 May, 26. 1999 10:55AM MITEK INDUSTRIES INC. No.8657 ' P - 9 0 1 sfafso Customr.I- : MEGAHDADI Mon. May 2A 10: 38: 35 1999 Prmlr.ct• M: R3404 TruesIO J4 Fam11 323 Span 0-0 Quantity 12 Top Pitch : 6/12 ACES -3Z vat,.2.0. 810 (4/6/1999) 7 11—_0 3-4-3 3-4-3 4-7-13 Connect truss to girder with Simpson or Equal U 5X6 M hanger. 1X4 3 4 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 18-8, UBC -94 MAY 2 6 1999 4UTT"E COUN V 3X4 t 8_0 t 8-0 Daefgn valld for use only with MITett connectors. This deelgn to ballad only upon parameters showff, and le for an Indh1dual f C+vt P l L. HL TO PK: 3-8-15 LEFT HEIGHT: 0-4-3 SPAN: a -O RISE: 2-4-3 FLIGHT HEIGHT: 2-0-4 L LNG (PSF MAX STRESSES M NIMUM GRADE OF LUM ER PLATES: m20-220. 190 L TOP 2-3-0.249 TOP CHORD:2Xa Na.3eStr OR OF -L TOP 16 15 BOTT 4-1-0.42B BOTT O 7 LL.OEFL.CO-0.00 BOT CHORD: 2X4 < L/350 WEBS :2Xa No.1SBtr STANDARD OR OF -L GR DF -L STR INC.: LUMB - 1.15 PLATE - 1.15 SPACING: 24.0 In C.C. UBC 97-ICSO.ANSI/TPI95 REPILTITIVE STRESSES USED NO. OF MEMBERS - 1 OEFL£CTION(IN.) L.L- 0.00.0.L-0.00,T,L-0.00 REACTIONS, SIZE: :--369,3.50 4--293.3.50 UPLIFTS (LBS): FORCES - LOAD CASE 91 TOP CHORD: 1-2--294 . 2-3- 0 3-4--140 , BOTTOM CHORD: 4-1- 259. WEBS: 2-4--277, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 18-8, UBC -94 MAY 2 6 1999 4UTT"E COUN V a� Daefgn valld for use only with MITett connectors. This deelgn to ballad only upon parameters showff, and le for an Indh1dual f C+vt P l building component to be Installed and loaded vertically. Applicabildv of design parametere and proper Incorporotion of �� - r omponsm is raapana:btllty of ou9dtng designer . not truss designer. Praoing shown Is for lateral support of Individual web M.�! � �� OFC \c members, only. Addldonal t:mperery brsoing to insure stabtnrt during construction Is the resoonsiblity of the erector. Additlonat peffAanent Dracing of me overall structure its the responsibility of the building designer. For general guidance regarding �� fabdwfion, delivery, quality control• storage. erectlon, and buadng, cotuuh OST -1118 Quality Standard, 098-419 Bracing Op"Meattom and HIB -91 Handling Installing and Bracing Recontmandetlon available from Truss Plats Institute, Sea D• M ITek Industtlea, Inc. Onofrto Drive. Madison, WI 53719 Max -26-1999 10:56AM MITEK INDUSTRIES INC. No -8657 P. 10 _-F-015 35661 CUatomer MEGAHOAOI Mon May 24 10: 3B: 40 1999 Project 0: R3404 Trues IO J6 Femilly M 323 span 8-0 Quantity 12 Top Pitcm.: 6/12 �vaff. V. 0 A %....'3-1 1- -4- - 5-4-3 2-7-1Qprinedl truss to girder with Simpson or equal Lv 2 hariger. 5X6 1X4 3 4 8-0 3X4 8-0 L. ML TO PK: 5-11-12 Mors LEFT HEIGHT: 0-4-3 SPAN: 8-0 RISE: 3-4-3 RIGHT HEIGHT: 3-0-4 (, DING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBERPLATES: M20-220.190 L D TOP 1-2-0.264 TOP CHOR0:2X4 No.16Btr GR DF -L TOP 16 16 BOTT 4-1-0.421 BOT CHORD:2X4 NO.16Btr GR DF -L BOTT O 7 LL.DEFL.00-0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC .: LUMB 1.15 PLATE - 1.15 SPACING:24.0 in O.C. USC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i DEFLECTION(IN.) L.L- 0.00.0.L-0.00.T.L-0.00 REACTIONS. SIZE: 1--369.3.50 A-293.3.50 UPLIFTS (LBS). FORCES - LOAD CASE IS TOP CHORD: 1-2--157 , 2-3. 0 3-4--70 BOTTOK CHORD: A-1- 148, WEBS: 2- 4 --219, TRUSS HAS BEEN. CHECKEO FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF LEAD LOAD ON BOTTOM CHORD PER TABLE 16-B. UBC -94 WE MAY 2 6 1999 ?RpFESSIp� APPS � n 19 Design valid for use only with MITek connectors. This design is ba6ec only upon paramelere shown, end It for an InaMduel Wilding comp,nent to Mi Installed end loaded vertically. Ao.- ahlllly of d6slgn parameters and proper Incorporation of s.• - component Is responelblury of pudding designer . not Wse cies:;?er. Bracing mown N for lateral suppon cl Individual web members only. Addi;icnal temporary bracing to insure stability dvrinp con. ruction is the responsibility of the erector. Additional_ permanent bra_trg of the oystell siruetura Is the responslbil4y of the building designer. For gcneral guidanoc regarding �.� laorlcetfon, quality control. atorege, dellvery, arepdbn, and bracing. consuh OST -88 Oueltty Standard, 098-69 Brecing IL bpoolfloadon, and HIB -91 Handling Installing and Bracing Recommandatlon available from Truss Plata Institute. 86.1 0' MIT@k Incluatrlos, Inc. Onvhlo Odve, Madleon, W153719 OF May.26. 1999 10:54AM MITEK'INDUSTRIES INC. Q253 Customer : MEGAHDAOI Pro 1 ect, di: R340A Truss IO J Span . 8-0 Ouentity 30 ACES -32 Val -.2.0. Die (0/0/1999) 8-0 8-0 Connect truss to girder with Simpson or cquaf No.865I ' P. 6 1` Mon Maayy 24 10. 38: 24 1999 T001Pitch : 6/12 iX4 3 8-0 3X4 8-0 L. HL TO PK: 8-11-5 LEFT HEIGHT:O-4-3 SPAN: 8-0 RISE: A-4-3 RIGHT HEIGHT:4-4-3 moss 0 LOADING PSF MAX STRESSES Li, MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L TOP 1-2-0.750 TOP CHORD:2Xd No.1SBtr OR OF -L TOP 16 IS BOTT 3-1-0.4111 SOT CHORD:2Xd No.i6Btr GR DF -L BOTT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB -, I -IS PLATE - 1.16 SPACING: 24.0 In o.c. UBC 97-IC80,ANSI/TPI93 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, 0.L-0.00. T.L-0.00 REACTIONS. SIZE. 1--369.3.50 3--293, 3.50 UPLIFTS (LBSI: FOPCES - LOAD CASE 01 TOP CHORD: 1-2. 0 2-3--239 , BOTTOM CHORD: 3-1- 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD ANO 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 18-B, UBC -9e TTE COU Y" DEP^1 RT'MSx,..11 1011% ra4VE MAY 2 6 1999 s/ 0 Dee!gn valid tot uee only with MfTek eonnectore. Tnls design Is based only uoon Wednetere Snowy{. Snd Is for an IndlrlOual buildin6 component to be installed and loaded vcHktily. Wicabiliry of design parameters end proper inoorporation of ��•- oom;onenl is msPonilbalty of building drsignGr . not truss dealgnt:r. Bracing Shown IS ter lal6ral Support of Indlvlduel web memoere only. A"Iflonel temporary bracing to Inure aiebllliy during construction 19 the reepbnaMilty of Ina erector. Additional permanent Oreunq 01 Inc rnr@rah eWclUfe W the fe9pOnelblllly of the Dullding designer. For genetel guidance regarding lebncafion, quality control, deli-ary, and bracing, �.� storage, erection, consult OBT48 Quality 8tanderd, 088.89 Btecing SPaelflce(IOn. artd Hl"I Henciling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D, MITok Induolfios, Inc. Onofrlo Drive, Msdleon, lMl 53719 MAY 2 6 1999 s/ 0 6 Ma.y,,.2.6. 1999 11:01 AM MITEK INDUSTRIES INC. No.8651 -P - 23 1 Customer IIMEGAHOADI l Prosect 0: R3404 Soon 9-O ACES -32 mer .2 .0, 63o t4/O/3000} PLATE OFFSETS (1 -LEFT. Y -TOP): 02-4.2.6), 3 Truss ID J2X Quantity 2 Mon Mey 24 10: 40: 06 1999 Ferns I 323 Top P?1tCh : 6/12 1-0 1 1-4-3 1 9-0 1-4-3 7-7-13 Connect truss to girder 6X8 witi Simpson or oqual hanger. 1X4 2 4 1X4 1-4-3 9-0 3X4 1-4-3 7-7-13 L. HL TO PK: 1-8-1 LEFT HEIGHT:0-4-3 $PAN: 9-O RISE: 1 -4 - RIGHT HEIGHT: I -O -,d TOP 2-3-0.674 0T No.1o. 6Btr GR TOP 16 15 BOTT 5-1-0.358 6 CHOR0:2X4 DF -L BOTT 0 7 LL.DEFL.05-0.01 < L/.350 W 85 :2X4 STANOARO GR DF -L STR.INC.• LUMS15 PLATE - 1.15 SPACING: 24.0 in O.C. USC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.01.D.L-0.01I.T.L-0.02 REACTIONS. SIZE: 1--407.3.50 4--331.3.50 UPLIFTS (LSS) : FORCES - LOAD CASE 01 TOP. CHORD: 1-2--550 . 2-3- 0 1 3-4--233 ' 60TTO4 CHORD 4-5- 470. 5-1- 470, wEB9: 2-5- 61, 2-4--472, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PEF DEAD LOAD CN BOTTOM CHORD PER TABLE 16-E. USC -94 VAA .�..� COUNI f MAY 2 6 1999 OILDING DEPA AMEN" t AN - QED -A 94.19 U cda WARMING- - V�fi Desipn valid for use only with MITek connectore. This deelgn is Dased oray upon parameters shown. and is for an individual building component to be installed and loaded vertically. Appricabilny of design parametem find proper Incorporation or �•- C Qr component embersl reepononal t of o racy y designer nto•not was dasl during Brading sio is is e r latzral na support h individual web members only. Additional temporary prttlna to insure stability during COnelrUCllOn IB the reePonalpllhy of the erector. Atidhlona! permanent bracing cf the overall 6Tucwr_ is the WPonsibllity of tete bultding designer. For general guidance regarding fabrication. quality control, storage. delivery, erection. and bracing, eoneuh OOT -68 Ouelhy Standard, DSO -89 bracing Mill SpeoNlealion, and HIE.gt Handling Installing and basing Rsoommandation available from Duss Plate Institute, 663 D' MITek Industries, Inc. Onofrla Or1v1, Madison. WI 53719 MaX.26. 1999.-1,1:02AM MITEK INDUSTRIES INC. 3X4 No -8657 P• 24 Project : R3.40AMEGAHDApI Prpject *: R3a0a OS Truss ID JdX Mon May 2A Fn'tn11 tt+ Top 30: 40: 10 1999 323 6/12 span 9-0 Ouentity 2 Pitch eLOOoADIN MAX STRESSES ACKI-32 vw�.2.0, old 14/6/1990) PLATES: M20-220,190 ``6(P8F) TOP 2-3-0.368 M09° PLATE OFFSETS (x-LEFT,v-TOP): I)2-4.2.51. 10 17 05-0.01 tr WEBSCHOab:2X4 GR OF 1-0 r 3-4-3 I 9-0 r SPPACIING:2A 3-4-3 5-7-13 NO. OF BERSn�O.C• DEFLECTION (IN.) L -L' O.OI, D.L-0.01. T.L-O.OI Connect truss to girder REACTIONS, SIZE: 1--407.3.50 A-331,31.150 with Simpson or cciuw 6X8 L.!0 2LI ha�lrer. TOP CHORD: 11-2--tAO . 2-3. 0 3-4--171 . 1X4 3 10 3 a TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAO LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 MAY 2 6 1999 4UTT E COUN1 --` OQQOFEsslo t:.t JtLi'?IiC DEP� ��`` ��oOr1G yG (, 5 1IOVI=n 16— 449919 4 A WARNIN:•- *-k.,ro.•r,•eitc:,.:.:,•;rd =:''. •'i'/.+ ?%'::�t,:.':.'i!;+':F..';,-..'::2! f^ 'Oealgn valkf for use only With MiTek connectote. This design is !used only exon parametere enowri, and Is for en individual OF building component to be Ineialled end loaded-cr•,icaliy. Applicebllliy or aiSign Dsramirors and proper ineorporegon or See, component is . AddIdsl I i or buildcrar ng desiecing to - not truss designer. Bractrp sinwn is for lateral Wnfi suppon or individual wee memoere only. Addldonal tampartry bracing to Insure etflolitty auAng cons:nxiion is the responelD9tty of the erector. Addhionnl Dermanent btadng of the overall structure is the responsibility of the building dr signer. For general guidance regardlnp ftbrioation, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DGB49 Breoing Specification, and RIB -91 Handling Installing and Bracing Recommendation a+allebla from True Plate Institute, 583 0• MITak Industries, Inc. Onotrle Drive, Madison, M 53719 3X4 3-4-3 g—p 3-4-3 5-7-13 L. HL TO PK: 3-6-15 LEFT HEIGHT; 0-A-3 SPAN:9-0 RISE: 2—a-3 RIGHT HEIGHT: 2-0-4 eLOOoADIN MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220,190 ``6(P8F) TOP 2-3-0.368 TOP 10 17 05-0.01 tr WEBSCHOab:2X4 GR OF B6TT LLTOEFL < L/360 STANDARRD -L NC L8TREs9E.1USEDATE - 1.15 SPPACIING:2A UBC sal-ICSO.ANSI/TP19_ ATR 2: NO. OF BERSn�O.C• DEFLECTION (IN.) L -L' O.OI, D.L-0.01. T.L-O.OI REACTIONS, SIZE: 1--407.3.50 A-331,31.150 UPLIFTS (LBS): FORCES - LOAD CASE •t TOP CHORD: 11-2--tAO . 2-3. 0 3-4--171 . BOTTOM CHORO: A-5. 387, 5-1- 387, WEBS: 2-5. 61. 2-4--406, TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAO LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 MAY 2 6 1999 4UTT E COUN1 --` OQQOFEsslo t:.t JtLi'?IiC DEP� ��`` ��oOr1G yG (, 5 1IOVI=n 16— 449919 4 A WARNIN:•- *-k.,ro.•r,•eitc:,.:.:,•;rd =:''. •'i'/.+ ?%'::�t,:.':.'i!;+':F..';,-..'::2! f^ 'Oealgn valkf for use only With MiTek connectote. This design is !used only exon parametere enowri, and Is for en individual OF building component to be Ineialled end loaded-cr•,icaliy. Applicebllliy or aiSign Dsramirors and proper ineorporegon or See, component is . AddIdsl I i or buildcrar ng desiecing to - not truss designer. Bractrp sinwn is for lateral Wnfi suppon or individual wee memoere only. Addldonal tampartry bracing to Insure etflolitty auAng cons:nxiion is the responelD9tty of the erector. Addhionnl Dermanent btadng of the overall structure is the responsibility of the building dr signer. For general guidance regardlnp ftbrioation, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DGB49 Breoing Specification, and RIB -91 Handling Installing and Bracing Recommendation a+allebla from True Plate Institute, 583 0• MITak Industries, Inc. Onotrle Drive, Madison, M 53719 a May -26. 1999 11:01 AM MITEK INDUSTRIES INC. No.8651 'P. 22 r< Customer 1935676 MEGAHOAOI Mon, May 24 10: 40: 02 1999 Proset w: P340A Truce ID JX Famil0 3 3 9DaA 9-0 Ouentity 1 Top Pitch tch 6 12 ACES -32 ver•.N.0, Bla (a/e/1999) PLATE OFFSETS (x -LEFT, T -TOP): (12.4, 2.61, t1-0 4-10— r 9-0 4-10-3 4-113 nnaot truss to cj;-(!_; o Witil Sin son or C -C :!;j1 6X8 2y ha—ri,I . 1X4 �' 1X4 3 4 4-10-3 9-0 3X4 4-10-3 4-1-13 MG55 L. HL TO PK: 5-5-1 LEFT HEIGHT: 0-4-3 SPAN: 9-0 RISE: 3-1-3 RIGHT HEIGHT: 2-9-4 LOADING (PSF MAX STRESSES MINIMUM CRAIDE OF LUMBER 15LATES:M20-220,190 L Ll TOP 2-3.0.2295 TOP CHORD:2X4 No.16Btr GR DF -L TOP 16 15 BOTT 6-1-0.15 BOT CHORD: 2X4 NO.I&Btr GR OF -L SOTT 0 7 LL.DEFL.05-0.00 < L/360 WEBS .:2X4 STANDARD GR OF -L gTR.INC.: LUMB15 PLATE - 1.15 SPACING' 2-d.0 1n O.C. UBC 97-ICSO.ANSI/TPI95 REPETITIVE STRESSLS USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.00,0.L-0.00,T.L-0.01 REACTIONS, SIZE: 1--007.3.50 4--331.3.50 UPLIFTS (LBS): FORCES - LOAD CASE 91 TDP. CHORD: 1-2--326 . 2-3- 0 3-4--124 . BOTTOM CHORD: 4-5- 289, 5-1- 289, WEBS: 2-5- 61, 2-4--340. TRUSS HAS SEEN' CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHOAO PER TABLE 15-8. USC -94 9A"E CUNT ,f ADING DEPARTMEN5 MAY 2 6 1999 OQR�FE89lph�� AWARNING- ''✓_•.•�y /riir:, in,•i.'•..:(.• . _ :. ..':... '.'. i'. 'l:,'r'r iljl_ - Design valid for use only with MITek connectors. Tnls design IF based only upon parameters ehomi, and 19 for sn Indl.Muat building component to be Installed and loaded vertidasy. Appuceostty or dealgn parameters and proper inoorpereLcn or 0-�" 11 sfyr OF m m De eM l . Add:ionalty m Duerr b designer • not truss day in @sang shown le rot lateral support h I$fact r. +eb members only. Add!axtel tempdrey bracing to Insure eteblary wing cornrualon Is the responsibility or the erector. Addntonel permanent bracing cl the overall structure is the reaponalblllry or the hnaing dealgner, For general guidance reoarding fabrication, quaury control, storage, delivery, erection, and bracing. consult OST -88 Quality Standard, D98 -a9 Bracing Hil I Specification, and MID -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 663 D' MlTek Induttt(leo, Inc. onoldo Drive, Madison, WI 53719 May -26. 1999 10:55AM MITEK INDUSTRIES INC. No•8657 P. 1 OF LUMBgER PLATES:M20-220.19C L O TOP 1-2-9.750 TOP 18 15 BOTT 3-1-0.411 TOP CHOR0:2X4 BOT CHOR0:8X4 e • BOTT O 7 LL.OEFL. < L/360 WEBS :2X4 01535 8 GR -L Customer ProieCt w: MEGAi-IOADI 83404 TrueB IO JA Man May 24 i0: 38: 29 1999 FdmI1 r 201 Seen B-0 Quantity 5 Too ? tcn 5/12 ACKS-22 Var.2. 0. 610(4/(3/logo) REACTIONS, SIZE: 1--521. 3.50 3--293. 3.50 moss UPLIFTS (LOS): t FORCES - LOAD CASE 01 8-0 k Connect truss to girder 1X4 3x4 r L. HL TO PK: B-11-5 LEFT HEIGHT: 0-4-3 SPAN: 8-0 8— 8-0 RISE: 4-4-3 r RIGHT HEIGHT:4-4-3 ,LOADIN S ) MAX STRESSS MINIMUM A OF LUMBgER PLATES:M20-220.19C L O TOP 1-2-9.750 TOP 18 15 BOTT 3-1-0.411 TOP CHOR0:2X4 BOT CHOR0:8X4 N0.16Btr No.16Btr GR OF -L GRF-L SF BOTT O 7 LL.OEFL. < L/360 WEBS :2X4 STANDARD GR -L STR.INC.: LUM9 - 1.13 PLATE - 1.15 SPACING:24.0 in O.G. UBC 07-ICBO.ANSI/TPI9E REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.00,D.L-0.00.T.L-0.00 REACTIONS, SIZE: 1--521. 3.50 3--293. 3.50 UPLIFTS (LOS): FORCES - LOAD CASE 01 TOP CHORD: 1-2. 0 2-3--239 . BOTTOM CHORD: 3-1. 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCURQENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PEQ TABLE 1S -B. UBC -94 JUTTE NT'If r-IJILDING ®EPARTIVE�-.. P P ro, CO-; V Lr--, - MAY 2 6 1999 q%OFESS( SCF c� 99,4 ,L Aiv%111/lrlrr:. �P:;.:i.:...; . .... . . Design vstid for uee only with MITek connectors. This deal -.n is based Only upon parameters showA. and is for an individual qz building com;onent to be installed and loaded vertically. A;ollcabilhy of design parameters std Groper locomorsdon of oompcnem Is rsboMbllhy of building designer • not trues designer. Bra. -Ing shown la for Istersl euppor, or Individual web �.�! members only. Additional temporary bracing to insure ata:ilify during construction is the rasponsibilhy of the erector. Additional tar_ .. •.. DeffttanG'It brscing of the overall structure Is the respon0ilily of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection, and bracing, consult OBT-88 Quality Standard, 0884 Bracing Speeilleatlon, and MIB -91 Handling installing and Bracing pecommandatlon avallebla from Truss Plate Inatltule, 563 D' MITek Industries, Inc. Ondfrle Drive, Madlsan, WI S3719 Ma -Y.-26--,,'999 10.:58AM MITEK INDUSTRIES INC. 4 No•8657 P. 15 01 535687 Cuetomsr : MEGAHOADI Man May 2410: 39: 11 1999 Project. 10: 83404 True 15 ID JB Family +s 201 SOen _ B -O Quantity B Too Pitch : 6/12 ACRS -72 v -r.2. 0. !930(0/6/1909) 8-0 - I 8-0 t X4Connect truss tO girder 4Yitil Simpson Or equal LJ 24hanger. 3 8-0 _ 4X4 8-0 L. HL TO PK: B-11-5 LEFT HEIGHT: 0-4-3 SPAN: B-0 RISE: 4-4-3 RIGHT HEIGHT: 4-4-3 LOAD NG (PSR MAX STRESS 5 MIN MUM GRAD OF LUMBER PL ATES:M20-220.190 L TOP 1-20.750 TOP CHORO:2X4 No.16Btr GR DF -L TOP 1.6 13 BOTT 3-1-0.411 BOT CHORD:2X4 No.%FBtr GR DF -L BOTT O LL.OEFL. < L/350 WEBS :2X4 STANDARO GR OF -L STR.INC.: LOMB -• 1.15 PLATE - 1.15 SPACING: 24. O. in 0.C. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USEO NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00. D.L-0.00. T.L-0.00 REACTIONS. 9IZE: 1--293.3.50 3--293.3.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CH0R0: 1-2- 0 2-3--239 . BOTTOM CHORD: 3-1- 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON-CONCUR2ENT LIVE LOAD AND 7.00 PSF DEAD LOAD CN BOTTOM CHORD PER TABLE 16-5• USC -9A UTTEN MAY 2 6 1999 __ ALDING DEPARTMEX Ex T36-60 Dea!g, Wild for use only with MITek connectors. This design is bated only upon paramsters shown, and Is for an IndMdtwl build oom nest to be Irtstallsd and loaded +erlical! . A DSD IIIIIty of design parameters ane proper Incorporation of corroorwnt is P esponciblary of building designer . no: puss designer. Bracing ehown Is for lateral support of IndMdual web ���P membera only. Additional temporary bracing to Insure caDAlry during construction is the responuolifty of the erector. Additional •.� •+ %OF CP1llF0 Permanent bracing of ane overall structure is the reeponalt4lily of ane building designer. For general guidance regarding labrfcedon. vuarny control, storage, delbrery, erection, and bracing, oonsult OST46 Duality Standard, 068•89 Bracing SPedttcetlen, and HID -91 Hendling Installing and Bracing Recornmendadon avef able from Twat Plate Institute, 563 D' MITak Industries. InC. Onofrio Drive, Madleon, WI 63710 r m2r.1b. IM IU:36AI'll miltN iNMiKItJ iNU. I10 1 P. 16 Cu.mtofner. : MEGAHOAOI Project 0: R3404 SDan 8-0 ACRS -32 Ver- .2.0. Ola (4/0/1090) PLATE OFFSETS (X -LEFT, Y -TOP) : )) 0-3. 2) , Truss IO JBIC Quantity 7 I Mon May 24 10: 39: 34 1996 Family 0 apeciol Top Pitch : 6/12 Bot pitch : 6/12 2-0 6-0 Connect truss to W.W. 1i. girder Lyic, npson or cqual -34--- hander, 5X6 3X4 1-0 S _2-0 4-0 8-0 L 2-0 2-0 4-0 ' L. HL TO PK: 8-11-6 INTERNAL RISE• 3-0 LEFT HEIGHT: 0'-4-3 SPAN: ppe-O RISE: 4-4-3 RIGHT HEIGHT: 3-4-3 0515 1 TOP G3�(P815 TOTTMAX 5TI:a:8.323 BOTOP pT CHORD:2Xd S MINIMUM GRADE No ONot.l6Btr GR GR OF -220,390 BOTT 0 7 LL.OEFL.@5-0.01 < L/360 WEBIB .2X4 STANDARD GR OF -L STR.INC.' LUMB - 1.16 PLATE - 1.15 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.01. D.L-0.01, T.L-0.02 REACTIONS, SIZE: 1--293. 3.50 4--293.3,.50 UPLIFTS (Las): FORCES - LOAD CASE #1 TOP CHORD: 1-2--463 . 2-3--367 , 3-4--266 , BOTTOM CHORD. 4-5- 0, 5-6- 452, 6-1- 404, MESS: 2-8--171. 2-5--85, 3-5- -01. SPACING:26.0 in O.C. NO, OF MEMBERS - i USC 97-ICSO.ANSI/TPI96 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7,00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8. UBC -94 cmmys, FUJIL DING DEPARTMEN, A .s'sA .r.l Irv; ai( MAY 2 6 1999 ;ypFEaSGp�� CM99I9 .♦ Design valid for use crdy with MITek connectors. This design Is based only upon Darameters shoval. and 1s for sn Indlrlauel N�2 bullona component to be InaMlled enc ica'ed vertically. Applieabtlity of design parameters and Proper inaorportion of ��.- component Is resaonsibirrty of building ces'rner . nai truss designer. Bracing shown 15 for Islets[ 3uppoft of Individual web mcmbere only. Additional temporary tracing to Insure etablllty during construction Is the reVona[blllty of the erector. Add;tional pannanpnt brads of Me overall asaclure le me res ra 0 ponslbllhy of ate bUllding designer. For general guidance regarding fabrication, quality oontrol, storage, 60kry, erection, and bracing. coneutt OST -e6 Quality Standard, DSS-" Bracing Specification. end HIS -91 Handling Installing and Bracing Reoornmrtndation mailable tom Truss Plata InatltuW, 303-D' IAITek Industries, Inc. Onofrio oft", Madison, WI 63719 May.•26. 1999 10: HAM . MIIEK INDUSTRIES INC, NO .8657 P- 11 Customer' : MEGAHOADI 01535662 Mon May 24 10: 38: 44 1999 Project : R3404 Truss IO S2 Family N 205 So an 2-0 Quantity 14 Top Pitch ; 6/12 2-0 r 2-0 2 3 2-0 2-0 L. HL TO PK: 2-2-13 Connect, trust, tO girder \"dltl V!�114J.1.1' or c,)ual ---z�- hanger. LEFT HEIGHT: 0-4-3 SPAN: 2-0 RISE: 1-4-3 RIGHT HEIGHT: 1-4-3 LOADING (PSF) MAX STRESS -ES MINIMUM GQAOE OF LUMBER PLATES: M20-220, 190 L D TOP5-2-0.035 'r0P 16 15 BOTT 3-1-0.019 TOP CHOAD:2XA BOT CHORD:2X4 No.168tr No.16Btr GR OF -L GR DF -L BOTT O 7 L,L.OEFL. < L/350 WEBS :2X4 STANDARD GR OF -L STR.INC.• LUMB - 1.15 PLATE- 1.13 REPETITIVE STRESSES USED SPACING: 24.0 1n O.C. UBC 97-ICBO,ANSI/TPI95 DEFLECTION (IN.) L.L- 0.00. D.L-0.00. T.L-0.00 NO. OF MEMBERS 1 REACTIONS. SIZE: 1--141, 3.60 3--29.3.5o 2--63, 1.50 UPLIFTS (1-1516): FORCES - LOAD CASE 91 TOP CHORD: 1-2. 0 2-3- 0 BOTTOK CHORD: 3-1. 0. WEBS: TRUSS HAS BEEN. CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CMORO PER TA9LE 16-8. u8C-9c �E Cp l ,1. MAY 2 6 1999 /6 z Design valid tar use only veLl MITek connsclers. This design is based oni • LCV g S qMn puarnelers show, and is ler an indi.icwbuilding component to oe tns[sfled snd loaded vertically. Appilceb9lty of aesfgn parameters Ana proper Incorporation aeombonent le fe Donelolliry at tullcing designer - not truss designer. Bracing ehcwn Is for lateral support of Individual cuesmembera only. Additional tempow, eraoing m insure stabilhy during oenstruaion is the ntsponsibility of the arpaor. Addie* -4 permanent brazing of the o•eres structure is the responsibility at the building designer. Fat general guldencategerding I; ftabrieadon auatlry control. stooge. delivery, ereenon, and bracing, consult OST -99 Quality Standard, 098-89 Bracing SpaeMleatfon, and HI8.91 Handling Installing and Braclnq Recommendation evallable from Trues PI919Institute, 993 D' MITek Indusirles. Inc. Oniric Drive, Madison, VII 33119 I. May•26. 1999 10 57A MITEK INDUSTRIES INC. No.8657 P• 12 3 358 Customer". MEGANOAOI Mon May 24 10: 38: 47 1999 Project 0: 83404 Truea IO S4 Fe'mily • 205 Sppn 2-0 Quantity 12 Top Pitch : 6/12 ACES -32 ver -.2.0, ala (t/e/S999) 11-0 , 2-0 .2-0 f 2-0 I 0 2-0 3 Connzct truss to girc•.or C riipson or conal hanger. moss L. HL TO PK: 2-2-23 LEFT HEIGHT: 0-4-3 SPAN: 2-0 RISE: 2-4-3 RIGHT HEIGHT: 1-4-3 LOADING PSF MAX STRESSE5 MINIMUM GRADE OF LUMSER LATE$:M20-220.19C L TOP 1-2-0.035 TOP CHORD: 2X4 No.16BLr GR Of= -L TOP IIS 15 BOTT 3-1-0.019 BOT CHORD: 2X4 No.ICStr GR DF -L BOTT 0 7 LL,DEFL. < L/350 WEP-s :2X4 STANDARO OR OF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 In O.C. USC 97-IC8O.ANSI/TPI91Z REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION014.I L.L- O.00.O.L-0.00,T.Le0.00 REACTIONS, SIZE_: 1-141, 3.60 3--29.3.50 2--205. 3.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2- 0 2-3- 0 BOTTOM CHORO: 3-1- 0. WEBS: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 FSP DEAD LOAD ON BOTTOM CHCAD PER TABLE 16-8, UBC -94 9dUT' MAY 2 6 1999 r }`aJIL 1NG DEME dTMEN- pfCSSrp �oQR ".4� VVED Ia Design valid for use only wlCt MTek connectors. Thle design is b,:;.ad only upon parameters shown, and is for at.. Incividusl building oompdneni to to installed and loaded vertically. Applic-d Nilly of deeign parametefe and proper IncorporsdLn of J! C component Ie fespo%ltillhy of building designer . not truss deli-,ner. 4 --acing wa f g shon or lateral auppon of Indhlcudl web '.' ` 'a%iioF members only. AddalonN temporary bracing to lneure, 8tabluty during construction is Cie responsibility of the crsr�r. Additiowl � Mee `'- permaNrit bracing or me overall structure to the resoonelolmy of ins eulloing designer. For general guidenoe regarding �.�� t brioation, Quality eemtol, storage, delivery, araetidn, and bracing, consult OST -Be Quality Standard, D88 -8e Bracing Specification, end HIB -91 Handling metalling and Brecing Recommendation avaltabie from Trues Plate Institute. $83 D' MITOk Itldustrle9, Inc. OnafAo Drive, Madleon, WI 53719 MaY•Lb• lyyy 10:51AM 1,111 LK INDUSTRIES INC. NO.8657 P - 13 f535BBd Customer • : MEGAHOAOI Mon May 24 70: 38: 51 1999 Pro3ect 0: 83404 Truss ID S6 Family 0 205 Span 2-0 Quantity 10 Top Pitch 6/12 MOSS 1-0 - 4- 2-0 0F1113ct truss to girder Or r'i�iI:71 hrr;er. 3 2-0 , 2-0 L . HL TO PK: 2-2- 13 LEFT HEIGHT: 0-4-3 SPAN: 2-0 RISE: 3-4-3 RIGHT HEIGHT: 1-4-3 LOADING PSF MAX STRESS25 L MINIMUM GRADE OF LUM ER PLATES:M 0-220,190 L TOP 1-2-0.033. -TOP 15 13 'BOTT TOP CHORD:2X4 No.168tr OR OF -L 3-1-0.019 BOTT 0 7 BOT CHORD:2X4 NO.168tr GR OF -L LL.DEFL, < L/360 WEBS :2XA STANDARD OR OF -L STR.INC.: LUMB 1.15 PLATE - 1.15 REPETITIvE STRESSES USED SPACING:24.0 in O.C. NO, OF MEMBERS UBC 97-ICSO.ANSI/TPI95 DEFLECTION (IN.) L.L- 0.00. O.L-0.00, T.L-0.00 1 REACTIONS• SIZE: 1--141. 3.50 3--29.3.50 2--357.1.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2- 0 1 2-3- 0 BOTTOM CHORD: 3-1- 0. WEBS: NOTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN TRUSS HAS SEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -9& MAY 2 6 1999 RIJU NG DERaRTMe , Q�pFfSStp,�f P yG 'ED 0 Deel;n valid ter use only with MiTok cdnn;ctcre. This design is baser ertly upon parameters 6MKti. �r.,* Is for an Inatvldusi � buildirr, cornponant to be installed and loaded venkelry. Aprllcabetp• or design parameters and prow Incorporation of � �•- ,(�7� component Is r9;oonslbflity of building designer • not truss oeal;ner Bracing shown le for lateral sup,W o1 Individual v.*b MACE members only. Addiuonsl temporary orating to Insure stablllty during constructlon is the responsibility of the erector. Additional permanent breund or the overall etruerure Is the reeponsm-imy of me bulfding designer. For general guidanoe regarding .r.� fabrication. duality control• storage. dellvery. erection, and bracin„ consult QST -88 Ouellty Standard. DSO -89 Bracing i Speoifioation, and HIB -91 Handling Installing and Bracing Recommendation evellabls from Truss Plate Insthute, 693 D• MITek Induotries. Inc. Onofrlo Drive, Madison, WI 63719 MaY,.26. lyyy 11:17AM MITEK INDUSIKIES INC - r: No.801 P. 56 25357-20 Customer ; MEGAHDADI Mon May 24 10: 43: 01 1999 Project 0: 83404 Truss ID S5A Fem.i ly tY 205 Span ., 2-0 Quantity 2 Top Pitch : 6/12 ♦CKS-32 Ver.2.0. Bla (4 /6/19 90) t1:Q��-19'6 3 s�—a C^ ,:,act truss to ri,d.nr nl,Pscn or e. isal u 2T ra�tger. L. HL TO PK: 2-2- 13 LEFT HEIGHT:0-4-3 SPAN:2-0 RISE:6-1-3 RIGHT HEIGHT:1-4-3 L A NG PSF MAX STRESSES MINIMUM GRADE OF LUMBER PLATES: M20-220. 19C L TOP 1-20.035 TOP CHORD: 2X4 No. 1&8tr GR DF -L TOP 16 15 GOTT 3-1< BOT CHORD:2Xd No.i&Btr OR DF -L BOTT 0 7 L0.019 LL.DEFL. /350 WEBS :2x4 STANDARD GR OF -L STFI.INC.: LUMS - 1.15 PLATE - 1.15 SPACING: 2e.0 1n O.G. UBC 97-ICSO.'ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - i DEFLECTION (IN.) L.L- O.00. D.L-0.00. T.L-0.00 REACTIONS. SIZE: 3.50 3--29.3.!50 2--775, 1.50 UPLIFTS (LBS): FORCES - LOAD CASE 01 TOP CHORD: 1-2. 0 2-3- 0 BOTTOM CHORD: 3-1- 0, WEBS: NOTE: RIGHT OVERHANG REOUIRES SUPPORT OR LEVEL RETURN TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 7.00 PSF 09 -AO LOAD ON BOTTOM CHORD PER TABLE 16-B, USC -94 MAY 2 6 1999 J C TY Alp DasiC^valid for use only 5vid, MfTeic connectors. This design i; based c^iy up --n p;r;m;rPrs showA, and is for an individual I\ Duming component to be InssCeo sna loaded vertically. Applicability of design parameters and proper Incorporation o. .��•• IF �o component Is reapenal7tllty el bulld rg designer - not truss designer. erbdng shr.:n is for laurel suppon of individual web �� C%I �r members only. Additional temCorarj bracing 10 Inure ateDllhy dUffN Cone :nKiler le the moorelbllaq of the SWC.nr. Accitional Oerrnanrnt bracing of the overall elaxture Is the responsibility 01 -Me bulldlnq designer. For general guidance regarding febrlrallon, qual'ey control, slcrage, delivery, erection. and bracing, coneuq 6OT-68 Quality Otandard. D0049 Bracing Opeclfkaslon, and MIB -91 Handling Installing and Bracing Recommendation available from Trues Plate Institute, 663 D' MITek Industries, Inc. Ormirlo Drive. Madleom, WI 63710 �® MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 MiTek® RANCHO CORDOVA CA 95670 USA FAX (9161 631 8225 TELEPHONE (916 631 7811 January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. NJILDING D :. y pT : # l i :) `,,VV • Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property t�/. *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 ploles to both sides of. truss and building designer, erection supervisor, property secu(ely seot].e ..: J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 a: 3. Place plates on each face of truss at each *for 4 x 2 orientation, locate o 3 w, - ,,� ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a _ at joint locations. truss and vertical web. o o 4. Unless otherwise noted, locate chord splices of 1/4 panel length(` 6" from adjacent joint.) C, C16 BOTTOM CHORDS * This symbol indicates the 5. Unless otherwise noted, moisture content of _ it J8 J7 J6 lumber sholl not exceed 19% of time of — required direction of slots in fabrication. 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. • For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7• Comber is o non•slructurol 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 comber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second 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 ofethe•r4p,sPonsibility of BEARING others unless shov�Fr Indicates location of joints of 13. Do not overloqC(-ro.of dr floor trossps;wit which bearings (supports) occur. stacks of con Lc•tion moto'rJa(s.Uk M11 TM t 14. Do not cut o alter1fuss mefnb'e' r or-plate1 without prior royal of a` fofessio.. 'r K?QP .. P engineer. :` : • r MITek Industries, Inc. 15. Core should Np•'Ox Qr.Cised Irl hondlicig; :;�• ®,�&:�@ TM PANEL erection and i tallptipn of''trusses- .'. ©1993 Mitek Holdirtigs,:•Inc..:=. HYDRO•A/RO CLIP �• ,:= ��..'�...., FORM018,019 GAG-NAIL � rI ZL r' L �1 i i 0 . :,.,,` -_L..., ,. .. .-. •.!r.r.. .• .-..�..«......�,....�. -:n s�.... ^'� y.. fir.. ..-. .. `r+F'., .�+r+�t.sf-.w--{.r�,1, 4cS±,.. .wat:�:'rfi"-i:t �': OCT.26.1996 1:22PM MITEK INDUSTRIES STANDARD GABLE END DETAIL. WIND SPEED 78 MPH. MEAN WALL HEIGHT NS FT. NOTES. TOP CMORO MAY RE NOTCHED FOR 7-U OUTLOOKER6 DIAGONAL OR L-BRACINGINSTALLM FLATwlSEo=`'O'C'MIm'ONCABLEEND WRM VERTICALS O W O.C. ►IAx Wf w NO VERTICAL REOUIRED UNOEA REFER TO TABLE BELO\4�DS NOTCHED ONLY DIRECTLY OCCEED Ir OCGABLEEND MUST E FULLSWEATMEO X4 ON ONE FACE OR CONTINUOUS VA r2 OR BTA SCAB MUST 8E ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS 2X3 TTP. EXCEED Ir O.0 AND A SPUD DOES NOT FALL UNDER FjCH NOTCK CONNECT SCAB Wn"H 1 -ROW OF 100 COMMON WIRE NAILS SPACED AT TS O.C. MAX THE MAL OLflOOKER LEND ; i 1 18'. 12 � VARIi:S 20 CO(y!C\ TRI *lv Alarul IA1101JC-V CONT. BEARING. 3X8 SPL. OPT. SPAN To HATCH MhMON TRUSS. TYPICAL 2XI L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS. 8' OZ VERTICAAL STUD �- SECTION A -A. NO. 408 P.1 ate— ��xti G i2(Z2(q� TRUSSES AT 214' 0-r— /2' PLTW000 SHEATHINO wI0 III OUTLOOKERS SS LATER) ING AS END WALL-\ I --1 LFURRING STRIP OR LATH ef44f.A �kFbK- SGI�tZ Et�s� G�(10.�k11S`� LATERAL BRACDJG NAILING SCHEDULE VERT. HEIGHT. #I' NAIL AT Q END UP TO 7'-0' 2 - 18d 3 - 16d OVER 8'-5' 4 - 18d NOTE: 3FURNISH COPY OF THIS DRAWING TO CONTRACTOR INERT. HAD BEEW CHECxED FOR 88 HPH WINO LOAD, FOR BRACING INSTALLATIOA rEAN WALL HEIGHT OF 15 FT, XN0 L/248 DEFL. CRIT. q BRACING SHOWN IS FOR IDjAL TRUSS ONLY, 2.COtKCTION BETWEEN BOTTOM CHORD OF CABLE END CONSULT BLDG. ARrNiIT CT ENGINEER FOR TRUSS AND WALL TO BE PROVIDEO BT PROJECT ENGINEER TEWORART AND PERMAN NT ACING OF -ROOF STS OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSF STP. INCR. 1 25 7. T.C. 2x4 No.1 91 W --L PI -95 Crit, ` TOP 2A 0 DRAWN BY 1 JB B.C. 2X4 No.I 91 DF -L SGC -94 BOTTOM 9 i8 CHECKED S 1 JAI Webs 2Xi STUO/SiT�.37F� SPACINGI 24 Inch O,C. REP. STRESS TES d>zit.e ,jr ^tQt>SS 0.1 4 `Za51 C�a Yo ?�F D" �'� 9aovIcsD Sri �� � 012 c�Ji�tZ �l�s/s2 12 xS"rl titG r11 fZ1 1 s O�EGIt?�t� To 11.+ accc¢Dt��� w ITU LLEiG "f7i?sLrZS--�) �o l�fvr. 3r,.c.. wr�L{. r .4a FBF. co..�ecr+o,.l cy'r►1�,z�. OCT 6119 140. CLt *1919 EXP G -3L - •:O �dE MOSS LUMBER TRUSS DEPT. 2X 6LOGKIN6 NOT W/ CONT. LAT 6R 2X DLOGKING W/ 4 8d TO DDL. TO D6L TOP PLATE 2X D6L TOF PLATES. l LJCCTIA 1/' IOCIO OI A K I! PROVIDE 2X4 DF LATERAL BRAGING BLOGK 80TTOM � EVERY 16.-0". NOTE: 6RAGIN6 TO PREVENT ROTATION �- LATERAL MOVEMENT IN AGGORDANGE W/ U6G SEG. 2326.12.8 NOT TO BE U5ED FOR HOIZONTAL, OR VERTIGLE SHEAR TRANSFER LATERAL BRACING DETAIL FREMANUFAGTURED TRUSSES 6D 24" O.G. BEARING WALL 2X STUDS qD 16° O.G. TYF. U. N. 0, NOTES: 1 -PROVIDE tATER1+L SUPPORT FOR TOP MAX. E/GRADE FON BEVELED SLOP CL CHORD WITH SHEATHING (BY. OTHERS) KOIE: FOR CONNtCT10N BOTTOM CHORD h.- 2 -MAX. WEB LENGTH WITHOUT BRACB W1TH BRACE 12'-0", COMJJOH 1hUSS StE 2.4 NO.2 DF -L �A7•-9' 3 -THIS DESIGN CHECKED FOR 120 N.P.H_ DL1AtL=V'ONG" IT/I'L co WIND LOAD. tD 2.6 HD -2 DP -L (DET.D) 42/1'L { 4 -ALL PLATES ARE TO BE NITEK-201S VALL[Y _ Z 5 -BEVEL VALLEY TRVSSES FOR -PLACEMENT CRUS! DLiA1l•O ON COMH011 TRUSS, OR USE DET,"A" E 2-16d NAILS 6 -POR C01111ECTING VALLEY TRUSSES dWEDGENAILEUAX.110 10THUSSW2-' Y. Y, M. WIND) - TO COHHON TRUSS, USE DET. *a* OR 'C" IO�NAILS � _ po 7-IFING REAAQQLLUIREDCHORD ISSDLgESS�EyRHANBRPACING OF i J ADD]TIONALSI'4 SR CING�IS)REQUlRED. OYtITthuts COMM 4.4 B-I,gTERAL BRACCING SHALL BE HAILED H9MIN_ 2/1-10d HAILS. bCTAIL-A t lu �— r /- 17--1i riPS%L1� 1 /1CIl1GY� �F} ihUSS Dt7A1L- H ►�I — — - Ll / ,I __ S,5_ HURRICANE CLIP U)3%4 •1}q CNi1 ��Q• 12 . SOF CAL�4�a z To IzF - <n A Z ALLEY TRUSS DETAIL 36' 3.4 E 4 - O• u 11.0310 d U-1—na " m .d f+arrrs trip No ho b Todr'rp W.d ba dus a I dh.� 74 bd• ■. b b ..M •. V b .d IaTdna Nut lorb p.■. li.., O.rip, krd hq Ff+ Md. .,a 101110.1, h FdlnTdw, k b.d.q.p, I+..kr6r1, A6 n. . ASY� b w "nlvu• PANT IAL HOOF LAYOUT l�_0�1011=0" 4s4 OV T. 6n ICL 3.5 / 2.3 MUNI e-3Y11M. AyOUT i 3A5 4•-O+ MAN,243 ' — ,.—_---_ SL'L HOT[ No. Zi � 2.3 W.LM91 MlQrM§W0" {r■.TT ct4w ruFUn■m W.— IMIIepi Inuuslne 9. ujy. T. q to nh _.'_d Aw M Tedd M b O- Vw d M Al b/.r b■i S.d4d h b C..■a. pul.0 a. nw.A.."h LuTbomobw.pd. 3114Cib1ACWq D[.11/1 [[fidr•+'dn• br l 60MA wo ..■Tb.o wd m= dagw tTft mr► bani �.r as ar W86 d e■Tsraaa�qq U.S.mv�o., �paaL r d tu"a6■ ran rnWbb.s.lw1. ru"..o. b.6rde an hills h•■din bawl ad e� a�� w w 1:aOt�O G[dDf�CA fS{79 s d basTp s+rTwv+bdan r.Y lli,a.T{san/. IN.b b■a .M. ..b d"Wl-x011 ■fI LAr wb 04. b. d M T1 ■d w-Jm I Offrr {{.�..�� CIO hrd drw Or Ad aara kcal bAdq 04, b." wp d A" b i.- . � Rra � M d Cr T4�. OW ad � M q p� b,. �vl�l 31 FAX J0131 M •.c.vb'DON0T 1151 "f%QUL7L U.M apd. OTMro s■ Frrwa h nand nd ..0d, VfIA 1- a , tr_ r IM..t, Tvrh+f q 0.&610, In . b w 14,0001 1011 a■r! 'dd�oy 11. ■err dM•p. d ti v,s dTam ■. h d d pa. pXkuo ah%n• Ub, *" 10 ddNbr d Wil ryp" .d • O dQ GIIIATiA YB�BfR IMRCB 1. 1173 faa.mfr. rdTAawaTAlbwl� Ar►■r d bl d bT1p ad (I/. d?Ooul hd+s b h a..1 ��mTrr ,bal kin uin. aq■ .el — yrhd n ti rnov. h Tr M paAfd q d 6T■iwa.+..ro.,. .v. W .M `yy'�, e..lprs dsaTaRia 4�r. M Wti •.✓ aJ�M`f(„J NfC W fOl •��LL NOTES ON THig DRAWING1, i; c, S This safety alert symbol is used to attract your 1 attention! PERSONAL SAFETY IS INVOLVED! When A you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor. licensed contractor erector or erection contractor) topropertvreceive, unloadstore, handle, install and brace metal plate connected wood trusses to protect life and property., The instal le -.- must exercise the same high degree of safety awareness as with any other structure I material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates % condition jAwhere failure to follow instructions or tied m- will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition Awl -ere failuretofollow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented asa guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Ihstitute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plat- Institute, Inc. All rights reserved. This document or any part thereof must n -ft be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed Von -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. w°' * TRUt T.ORAGE'* r �.. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage tc• the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral braced o Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 AWARNING: Do not break banding until installatio-r DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed to a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace \ also required on end verticals. i Top chorda that are laterally braced can buckle togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. MONO TRUSS PLUMB I t I Truss I I -45° 12 3 or 9• greater /< 0 k \ a• AN lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required a 10' or Greater Attachment Required WARNINGA: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. . Depth D(in) I Lesser of D/50 or 2" Maximum plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) TOP CHORD 1/4" 1 ' TOP CHORD DIAGONAL BRACE 2' MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) [# trusses] 1-1/4" 5' 72" SP DF SPF HF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42'- 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace \ also required on end verticals. i Top chorda that are laterally braced can buckle togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. MONO TRUSS PLUMB I t I Truss I I -45° 12 3 or 9• greater /< 0 k \ a• AN lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required a 10' or Greater Attachment Required WARNINGA: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. . Depth D(in) I Lesser of D/50 or 2" Maximum plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1 ' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' I T ±y; L(in) L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 112' 1 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of L/200 or 2" L(in) L/200 L(ft) 200" 250" 300" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances WARNING: Do not cut trusses. construction loads of any description be JAon unbraced trusses. Frame 6 lAWARNING: Do not attach cables, chains, or hobks to the vti eb members. � hoo or less TagApproximately Approximately Line '/2 truss length -12 truss length Truss, spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In A;)prc.)dmate ly 1/2 to ih truss length Less t°ian or equal to 60' Approximately ',�, to :r: truss length LLss then cr equal to 60' Toe In Tag Line Toe In Tag Line 1AWARNING: Do not lift si igle trusses with spans greater `han 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight ofthetruss. Each truss should be set in proper position per the building designer's framing plan and held with . the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strcngback,l Spw:aderBar 10' Approximately_ /310 '/, truss length Creater than 60' At or above mid-heigb-. Tag Taff Line Line CAUTION: Temporary bracing shown in this summary sheet is acequate for the Installallon of trusses vAlh similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design br=sing in accordance with TPI's Recommended Design Specification for Temporary Bracing ad Metal Plate Connected Wood Trusses, D513-89, and in some cases determine that a wider spacing is possible. T/pieal horirontal lie member with i n uttiple states (HT) 1ACAUTION: Ground bracing required for all Installations. J& Frame 2 �truse of braced cup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 ZThe end diagonal brace for cantilevered trusses must be placed cn vertical webs in line with the support. 2x4/2x6 PARALLEL TOP CHORD CHORD'TRUSS TOP CHORD DIAGONAL BRACE: MINIMUM LATERAL BRACE .SPACING (DBs) SPAN DEPTH SPACING(LBs) #trusses togetherand cause collapse ifthere is no diago- Up to 32' 1 30' 1 8' 16 10 Over 32' - 48 42" 6' 6 1 4 Over 48' - 60' 48" 5' 4 1 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 ZThe end diagonal brace for cantilevered trusses must be placed cn vertical webs in line with the support. All lateral braces lapped / at least two trusses. End diagonalsra a sserntial for stability and must be duplicat on both ends of the truss system. =45° l o ?0'(D@s) �ses SPfiH@ 2, `eyy o� 9`L WARNINGA: failure to follow these recommendations could result in severe personal ln�ury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD Top chords that are latemally braced can buckle i fogetherandcause collapse ifthereisnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Kim 41 All lateral braces lapped at t. End diagonals are es i n ial for stability and must be dupllcat mon both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 7- 10' or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL Continuous CHORD'TRUSS Top Chord . Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse ifthere is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required All lateral braces lapped / at least two trusses. End diagonalsra a sserntial for stability and must be duplicat on both ends of the truss system. =45° l o ?0'(D@s) �ses SPfiH@ 2, `eyy o� 9`L WARNINGA: failure to follow these recommendations could result in severe personal ln�ury or damage to trusses or buildings. A 4x2 PARALLEL CHORD TRUSS TOP CHORD Top chords that are latemally braced can buckle i fogetherandcause collapse ifthereisnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Kim 41 All lateral braces lapped at t. End diagonals are es i n ial for stability and must be dupllcat mon both ends of the truss system. =45° Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 7- 10' or Greater Attachment Required - I Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 11 Over 32'- 48' 1 4/12 1 6' 1 10 7 i Over 48' - 60' 1 4/12 11 5' 1 6 4 11 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir rp /� Continuous Top Chord PITCH Continuous Top Chord All lateral braces Lateral Brace ------ 0 Top chords that are laterally braced can buckle 4 ^4501 togetherandcause collapse ilther:eisnodiago-i II nalbracing. Diagonal bracing shouldbenailed i to the underside of the top chord when purlins � are attached to the topside of the: top chord. i See a registered professional engineer 11 Over 32'- 48' 1 4/12 1 6' 1 10 7 i Over 48' - 60' 1 4/12 11 5' 1 6 4 11 Over 60' 1 See a registered professional engineer I/® Idl 32 WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord PITCH Continuous Top Chord All lateral braces Lateral Brace ------ lapped at leash 2 Required —� trusses. Up to 28 2.5 7' 17 12 10' or Greater 3.0 6 9 6 o � o Required See a registered professional engineer Attachment i Required I/® Idl 32 WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch TOP CHORD.. HF - Hem -Fir BRACE MINIMUMIMBITOP CHORD DIAGONAL. Continuous Top Chord PITCH LATERAL BRACE SPACING SPAN DIFFEREHC;E SPACING LB #trusses L s) l.. ",4J y SP.. DF SPF WF.. Up to 28 2.5 7' 17 12 a 3.0 6 9 6 W 3.0 5'5 3 o Required See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 ",4J y trusses. 10° or Greater to the underside of the top chord when purlins a are attached to the topside of the top chord. I Attachment o Required ` L =45° Frame 3 12 5r v Qy �Q Top chords that are laterally braced can buckle h5 Qt\ togetherandcausecollapsei1thereisnodiago- ",4J y nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. I 12 --I 4 or greater SP - Southern Pine SPF - Spruce -Pini -Fir - All lateral brays lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing.BOITOM CHORD PLANE AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 'o Permanent *1moo. s continuous ��. lateral bracing °O as specified by the truss engineering. Frame 4 =45° Cross bracing repeatod at each end of the building and at 20' Intervals. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District l / j -,fit,! d Building Department No. A.P. Number (�o�' 3�� ' �o j ,Juris/dictioon: City County Property Owner Property Location/Address Subdivision Residential Development FFI No of Living Mobile Home Addition/ Units Installation Conversion Commercial/industrial l f t New' Addition Lot No. 'Supplemental to Permit # `(No foundation inspecti ......................................................... Building Department Representatives (Floor Plans rviewed by School t DI StricLrPersonnal) District Identification No. =CC) 770 ✓" 0A k,� School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing square feet. District Representative r Paid by Check # Remarks: Sq. Footage #-11&4 (Group R) r 1 + Sq. (Footag¢e r (Including Exterior Rooted Areas) ��r99 Date _ L (Applicant) (Phone Number) (State) (Zip Code) 7 W, �e by payment of $ AB 2926 $ FULL MITIGATION $ Z&7/ J gate , Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully miti 9 te its impact on the school district's schools. White (applicant), Yellow (building department), Pink (sch tl, feeform.xls (10/98)dmm JUL Z 7 1999 BUTTE COUNTY BUILDING DIVISION BUTTE COUNTY PARRS DEVELOPMENT FSE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) Property Owner Y) G4 t, Project Location/Address Subdivision pfZ Residential Development: (check one) Lot Number(s) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units OX/6-1 Comment: Building D p 'rtment Repr"enNative Date �c�r�t�r�t�r�r�r�r*,��r�r�r�r�r�r�rw�r�r�r�r��r�r�r�r�r�r�r�c�.wrr�r�r�r�c�r�r�r�r�rvr�r�r�r�r�r�r�r�r�r�t�r�r�r*�r�r�r�r�rvr�r�r�r�r�r�r�rx�r Chico Area Recreation and Park District(CARD) certifies that Applicant Name) t�. (Street Address) (City) (State Phone Number) rl 73 ip Code) has-/ complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwel=ling •unifs @ $l f'189•'for­total payment off -1-11; )a fn 4"W' J CARD Representative / Bate PAID BY CHECK NO. BANK NO. PAID BY CASH RECEIPT NO. REMARKS: 1999 BUTTE COUNTY BUILUING DIVISION Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park. fee ( form revised 11/90) RE, CORDING It`EQUESTED BY PMELI'ITX .NATIONAL TITLE CO. 'And when recorded mail to: Building Division 47 County Center Drive Oroville, Ca. 95965 COPY of Document Recorded 16 -Jul -1999 1999-0030136 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: Lots 1 tliro. ph 6, as shown on that certain Map entitled, Subdivision", filed in the Office of the County Recorder April 30, 1999, in Book 147, of Maps, at Page(s) 22, 23, Date: July 15; 1999 PROPERTY OWNERS: Andrew Meghdadi State of California County of Butte On Julv 15. 1999 before me, Maryann Ross, notary public "Shadygrove Estates of Butte County, California, on 24, and 25. _ personally appeared Andrew Meghdadi personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS r6y hand and official seal. MARYANN ROSS D Signature „„ 042-340-018 0COMM. 01086776 M -d NOTARY PUBLIC -CALIFORNIA tp eal: Q COUNTY OF BUTTE w WAMY Comm, Explrse March 31, 2000 -RECORDING REQUESTED BY FDELITY NATIONAL TITLE CO. 'And when recorded mail to: Building Division #7 County Center Drive Orovillc, Ca. 95965 COPY of Document Recorded 16 -Jul -1999 1999-0030135 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property .may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: See Exhibit "one" attached hereto Date: July 15, 1999 PROPERTY OWNERS: Andrew Meghdadi State of California Countv of Butte On July 15, 1999 before me, Ma personally appeared Andrew Meghdadi personall} known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/arc subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signaturc(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed th� instrument. WITNESS my hand and official seal.I UAW NN ROSS COMM. # 1086776 -s NOTARY PUBLIC CALIFORNIA Signature ScaI: - COUNTY 0P BUTTE Nly domm "Pima Mahn 6119990 Order No. 201270 EXHIRIT " ONE" A portion of Section 19, Township 22 North, Range 2 East, M.D.B.& M., more particularly described as follows: of lot 1, as shown on in map tled Beginning at the Northeast corner R CH CO, CALIFORNIA"h wwhich at amap was recorded in "HUMBOLDT SUBDIVISION, NE the Office of the Recorder of the County of Butte, State South 6°of I112 East, 906x20 feet03, 890 in book 2 of maps, at page 198, and 9 along the Easterly line u h 881 53'20" East189.92feet; thence ivision; thence hNorth 86° 50' East, 279.07 feet; thence South 30.33 feet; thence South 89 ° 31' East, Bfeet; meinc wateh c0ourse2frome which9 feet; thence South 89 08 east, 549.63 t point a stake bears North 890 31' West 15.4 est 176.3 feet to the t; thence rmost th 00Southerly corner of feet to a point; thence North 33 03 W „Twenty -First Subdivision of the John lot 3, as shown on that certain map entitled, Bidwell Rancho", which map was recordedin the 42 Weste1299 9 feetcof the ralong the Westerly f Butte, State of California; thence North 28 line of lot 3, to an iron pipe in the Souther4ly$feet along the lastne of East Eight line to the ial Avenue); thence South 55 38 West 96 , - point of beginning; being a portion of Dated October 16,E 1911, and nrelcorded Bidwell book tract of land con Orchards, Inc., to John Husa by deed 127 of deeds, page 444, Butte County Records. Excepting therefrom all that portion condemned by Reco County of Butte, recorded September 1, 1977, in book 2206, page 607, official Assessor's Parcel No: 002-160-060 2 APN: L� 'L- `1O- 0) &� BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.: 9 9 - ) 33 (P Proposed Use: SFD ❑ MH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑ Other: Zone District: `� J� General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side Side, street `ZC) P L Rear Height Parcel in Land Conservation Agreement? No: �>< Yes: , Check Use Parcel in North Chico Specific Plan? No: 7>< Yes: , Check NCSP Zoning Parcel in Floodplain? No:-->< Yes: , Zone: Panel No.: DT6001 Parcel in Enterprise Zone? No:__x Yes: , Check Use Commercial/Industrial/Multi-family Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Comments: Other: _ Other Reviewed By: L2 Date: 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 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. 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. 1'3. 14. K:\BLDGCH4.FRM 2 J LAND DEVELOPMENT OROVILLE I CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 99-1336 NAMEOWNERS Meghdadi , Andrew NUMBER 042-340-018 PRINT LAST NAME FIRST ADDRESS/LOCATION: SHADY GROVE COURT �SHADY_GROVE SUBDIVISION) LOT #6' COUNTY ZONING DESIGNATION: 9 7-I FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V 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 COMMENTS/CONDITIONS: . h MAP INFORMATION: 147 , Z Z – 05 DATE OF RECORDING: 4L.3 O// % LOT2' /%0 BOOK_ PAGE COMPLIANCE WITH OLD SLCOMLOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Conned to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 147 M ZZ- Zo iz CON 1 ?-1 b/�lS •Y f s' ti 1 _ 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), • 4 f f •iiTi" _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of ,,$ as stated in the Oroville Area Traffic Mitigation Fee'Agreement. Payment to be made to the the Division. _ 15. All new residential buildings shall be constrijcted to comply with the requirements of the Uniform Building Code for seismic safety. r Mobile homes shall be constructed on a permanent foundation system which complies with the.Seismic Zone 3 requirements of the Uniform Building Code."�. ��- • ' ' —16. ,Deep Mitigation fees aie to be paid;'if such fees have been adopted'by the Butte ounty Board of Supervisors. X 17. Pay school impact mitigation fees.:,, • r: r, X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte; Countjr =' Code. r` 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. R 22. cla:l�c n:1� i d , r 23. 24. _25.' —26. 3sw t a 'Ala 1N3NO13A3010W 311118 A0 UNf100 ., 6661 8 d N n r ;c f ®3A13�� , LD 6/98- FORMS\BLDG PERMIT CLEARANCE •r.�h _ ` fl. NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 ' STRUCTURAL CALCULATIONS PROJECT JOB NO. �O LOCAT ION L O T 4ADY U gov ei G 41 co DATE 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 = 15001psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller 4�kOFESslQN� A-615 Grade 60 for #5 and larger w� M•.Rr 4 �[ C'S'F� mor Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B 058690 0�6 Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: -D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 `S'TgA CIVIL ¢ OR OSB of equal or greater allowable stress OF CALI,C 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 :_ 2 Wind Speed: mph Exposure:Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? ►�I 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 capacityis by others. Page1 of g BY: JMR 6/1/99 JOB NO: .6591 PG. 2 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) .893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1994 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: CONCRETE TILE 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: .3 * 2.75 =.138W FOR LIGHT FRAMED 6 SHEARWALLS 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: J rI DATE: I I JOB NO: PAGE OF NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530.893-2113 �. Lk -j �.._._ --. ___. _ _ l._l i�l �: �e ,_ A _g, �_ �• � ��I�l.nn�.,_.;___�-1.�._u-�3 G -- 2.3.2 �-- BY: imp, DATE: c:�, I I I JOB NO: CG 9 1 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 PAGE 3 OF Civil Engineers Planners Surveyors FAX 530.893-2113 VQ 4 --- - V�022 + -7 '51 .1 L4 el� 1 1 � � I � i BY: —i ri ?I DATE: JOB NO: I PAGE ./ OF NwthStar ENGINEERING Civil Engineers* Planners *Surveyors. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530.893-2113 V"7 V� C)I�Co L4se,7 I _= +�T M . _314 <-�� -1 a = -_I �- �:_K E rI ax- ST P - u T _- - U::: �2� 1- I"- 3 �.1 I Z — I a� -0 �1 ToP PL L. To 2 =2k Zd �z �w = .X13(0 occ)-I-�) 4 + C J "-2-t-. 01I-7 (40) I v. - = - K - - ------ BY: J rig DATE: I JOB NO: «� PAGE OF NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 BY: J n� DATE: �O 1 JOB NO: �p I PAGE 7 OF NorthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 BY: J n DATE: I I JOB NO: I I PAGE OF I thStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 530.893.2113 I r I 1 1- BY: J �� DATE: JOB NO: S I I PAGE OF WrthStar ENGINEERING Civil Engineers, Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530.893.2113 SHEAR WALL SCHEDULE SHEAR WALLA 0 Q3 :: ® 0 0 Q g0 ALLOWABLE LOAD/FOOT 195 295 390. 435 500 590 780 870 1,2,8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX 3/811 ST UCT t PLYWOOD CDX CDX CDX STRUCT I CDX 2 51DES 3 2 SIDES 3 2 51DE53 EDGE NAILING 5 8d (@ 6" 8d (@ 4" ad (@ 3" ad (@ 3" 8d (@ 2" 4 8d (@ 4" ad (@ 3" 8d (@ 3" FIELD NAILING 5 ad (@ 12" 8d (@ 12" ad 12" ad (@ 12" ad (@ 12" 8d (@ 12" 8d Ca 12" 8d r@ 12" SILL NAILING 6 IC6d is 6" ICod (@ 4" 16d 3" 16d (@ 3" ICod (@ 2" Ie d C@ 2" 2OWS f6dCLIP, GROWS BLOCKI L550 L550 L550 L590 L590 L590 L590 L590 TO PLATE, (@ 24" f@ 16" . f@ Ie" (@ 24" (@ 20" (@ 16" (@ 12" (@ 12" ANCHOR BOLT 5/8" 0 5/8" 0 5/8110 5/8" .0 5/8" 5/8" m 5/8" (p 5/8"0 SPACING. 72" 5611 42" 40" 34" 28" 20" 20" I. OVER DOUGLAS Fit FRAMING, HEM-FIP PLATES AND SILLS ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE A5 SHOWN IN NOTE ;t4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. USE 8d BOX NAILS OR EQUAL Co. STAGGER ALL SILL NAILS AND PREDRILL SILL NAILS LE55 THAN 3" O.C. 7. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. 05B SHALL BE RATED FOP EXTERIOR USE. BY: J M p DATE¢ �O I JOB NO: Co S 1 PAGE 1 b OF PAwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 �A�-cuLATIOI`l,:::2�' Fob F OLTG - He,^P4- AN P�z Dl P 9 Icl q- U 0 Ir- go �PoP�-T NDo�. �NI SG� R Z .CITY [�)aLT� p p- 1_► 4 U �� 2 2 11.2 TA&L� : 2 3 -1- F IZii 143o C1•33) 219 o + 22 0 (1.33) : _ .147 3 L30 -r I � + � I 2�2 N A I I, ':::� Fp- 5-, P6? SILL, NAIL 272 [3cvl-T 2iJKE-:,Iz 1 1,; = 122 NAII, -5yyE�AR I, JALL L-OAD/ FOOT SILL, NAIL (JAIL. GAFAC-ITY [3cvl-T AQP HOT OT_ A I(0* D(O'l 2C1z2)-244- 518,0 721 -17 (1.4-7)=•24� Az 2- 1z5. Ila -0 " 3 -(I2 -Z) = 3�.� 518 1`I)=.3.1�. A 39 0' 3" 4(12-2) =,410 x.18 � 42 .2.96.40=. 4 Z ® 43� Ila��j1� 4<I2Z)=4�o s12�� o4011 .3C"6.4-7)=.44-(. Q GOO Ilam 211 6(12z)= 732 z5�18z) 34J' 6.4-)i _.110 Q &�1ZZ) - 732 c7 -Ig 02811 , 43 (I 4 X030 _78� 2 (ZowS 2l tea) - °l So 5 j8 20'' • e� C1. �7) -, �_ Ao 6701601 � G� 2 3a 5 BY. 1L 0 — —J&LhSw&tar DATE: I 20 DECLARATION DRIVE JOB NO: C� S c ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 PAGE I I OF Civil Engineers Planners • Surveyors FAX 530-893-2113 , I 1 j PATIl�- (V! `r i 1Sl �FA ?�. _. --- - 5 = . I .S (_ •qS� ��zj�2_..4 ___ ��� IN`��__< 123_ _ -1 _ 4(5 (I &)31 _ 4-cl 2 I N 4- i� -7 3 8 . II'I8 Z ' F - Fc,5x CTI _ Cl(.a38)= ,ZZ7 2i �- 3 7 -- h -7.� 3�8x IZ 2 47 -V BY: n NorthStar 20 DECLARATION DRIVE DATE: 6491, =3 CHICO, CALIFORNIA 95973 JOB NO: 69 e; q I ENGINEERING 530.893.1600 PAGE 12 OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 t T u,::�> 12 r f` I A I .C2(2-i� ISS =. I� i�►-z__C ._I 4-.2 CIZA 2.4 = 2 110 < -7 - ,I _u'r2ll 3�Igx i2 z-� -70_ �' 8 x 12 .2q-1= - V BY: --� '` NortMtar DATE: �Q' I JOB NO: 9I ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 PAGE I ' OF Civil Engineers* Planners* Surveyors FAX 530-893-2113 1 { i ir 12, { { 12 z -V - -- - FA 1-4---' 3/ zi 4 5 = 1.r2 (.34> 4Zf I.3 '7 -7 I o _ A — I. S (q-.1) e� `::2122f2.4 BY: 111 p. DATE: 4O1 11 JOB NO: /p rj I I PAGE I L� OF NorthStar ENGINEERING Civil Engineers* Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 530-893-2113 I`'fX o/� b - _ L u ��Ix �('-oSY S i Foo G P1��2, P3 4. d _ PAF, 1262I.�. K _ �_ I_�! _. _`_3-zx�INAI�-- • -- _._ � I II _ ....x^.11_2 P8 l .P- ! _ t __--2 2XI ��w�-?-- - i 1,ztj 6p- 401113 Ax i i BY: JMR NORTHSTAR ENGINEERING 6/2/99 20 DECLARATION DRIVE JOB NO: 6595 CHICO, CA 95973 PG. I C=j OF (530) 893-1600 SIMPLE SOLID-COLUMN DESIGN PER '94 UBC SECTION 2307.3. DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN P �, PZ , P3 I P I i P Gj 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) = 12 FT L / DEPTH = 41.14 OKAY I/d <50 Fc = 925 PSI (SEE TABLE 23-I-E FOR ROUND TIMBER PILES) ( = 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6.STUD) Fc* = 925 PSI (TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' _ . 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 283.6 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 262.8 PSI F'c = i[c*( (1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ( (1 + FcE / Fc') / 2c') ( (1 + FcE / Fc") / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 4500 LBS fc = P / A = 233 PSI F'c = 262.8 PSI OKAY F'c > fc USE 4 X 6 D.F. #1 BY: JMR NORTHSTAR ENGINEERING 6/2/99 20 DECLARATION DRIVE JOB NO: 6595 CHICO, CA 95973 PG. I & : OF (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN P4, P�p COLUMN PROPERTIES: c' _ 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 4.5 IN WIDTH = 5.5 IN AREA = 24.8 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) _ .16 FT L / DEPTH = 42.67 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 : = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1..1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1485 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 263.6 FcE = KcE*E' / ((L/d)(L/d) ) F'c = 253.2 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c') - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 1700 LBS fc = P / A = 69 PSI F'c = 253.2 PSI OKAY F'c > fc USE 3 - 2 x 6 D.F. #2 NAIL WITH 2 ROWS 16d @ 12" O.C. BY: JMR 6/2/99 JOB NO: 6595 PG. 17 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN P5) p7, P8, P 101 P I2 COLUMN PROPERTIES: c' _ 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = 5.5 IN AREA 30.3 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 12 FT L / DEPTH = 26.18 OKAY I/d <50 Fc = 925 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) (= 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 925 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) . E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 700.3 FcE = KcE*E' / ( (Ud)(Ud) ) F'c = 544.5 PSI . F'c = Fc*((1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ( (1 + FcE / Fc*) / 2c') ( (1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 14600 LBS fc = P / A = 482 PSI F'c = 544.5 PSI OKAY F'c > fc USE 6 X 6 D.F. #1 BY: JMR 6/2/99 JOB NO: 6595 PG. 18 OF I e) NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN FIJI PI3i P (o COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM YOU HAVE SELECTED'A RECTANGULAR COLUMN *** DEPTH = 3 IN WIDTH = 5.5 IN AREA = 16.5 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 12 FT L / DEPTH = 48 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 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1.1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 1485 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 208.3 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 201.9 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((1 +FcE / Fe) /2c) ((1.+FcE /Fc*)/2c)- (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 3000 LBS fc = P / A = 182 PSI F'c = 201.9 PSI OKAY F'c > fc USE 2 - 2 x 6 D.F. #2 NAIL WITH 2 ROWS 16d @ 12" O.C. I A NortlhSfar ENGINEERING Civil Engineers , Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Meghdadi Residence located at lot #6 in the Shady Grove Subdivision in Chico as provided by Moss Lumber 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 and spans for the design of the trusses. We did not verify the structural design of the individual. trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the trusses per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE. CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 QUI Q�pFESS/oZ �-4 M. R/r FSR' N t c APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION 02 April, 1999 Andy �Ic�hdadi 3416 Keefer Road Chico. CA 95973 Dear Mr. Meshdadi, We have completed a laboratory soil analysis on the native soil for the proposed Shady Grove Subdivision in Chico, CA. The purpose of this analysis was to determine if the native soil at this location is Class 4 or Class 5, as defined in Table 18 -I -A of the 1994 Uniform Building Code (UBC). Two soil samples were obtained from three test holes at locations and elevations shown on the attached profile logs and location map. The soil encountered in all three excavations appeared to be uniform and representative of the two samples tested. We performed a washed sieve analysis on both samples which resulted in 36.2% and 55.9% of the soil particles passing a #200 sieve. Plasticity index testing was attempted on sample S 1. However, due to the sandy component of the soil the plastic limit of the soil could not be defined. The plasticity index test was terminated and the soil was classified as "non -plastic". A plasticity index test performed on sample S2 indicated a liquid limit of 31 and a PI of 1. Based on the results of our testing, it is our judgement that the native soils at this location are both Class 4 and Class 5 depending on the depth. In accordance with Table 18-1=A of the UBC, the allowable foundation bearing pressure for Class 4 soil is 1500 psf at a depth 'of 12" below the finished pad surface, with increased allowables permitted for width and depth, per Note 2 of Table 18A -1-A. For Class 5 soils, this allowable foundation bearing pressure should be reduced to 1000 psf. with no increase for width. 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 - Telephone: (530) 891.6625 - Facsimile: (530) 891-4243 r APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND.INSPECTION Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above.if you have any_questions. . Sincerely yours, Charles J. Roberts, PE 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891.4243 cj cO? 1! Profile Log for Test Pit #1 Depth Log'. Description Brown Silty Sand w/ Organics I 2 'I .: Brown Silty Sand MM), Loose, Moist Sample S1 3 j 4 I 5 I• I I �' . I Tan Sandy Silt NO , Loose, Moist 6 ` . Terminated @ -7.0' V Profile Log for Test Pit #2 Depth Log Description Brown Silty Sand w/ Organics I, � Brown Silty Sand (SM), Loose, Moist 2 I - 3 -- i - 4 ! I I Sample. S2 5 j Tan Sandy Silt (ML), Moderately Dense to Loose, Moist I /I 7 .I Terminated @ 77.0' 9 xS 11 "- - 115 Profile Log for Test Pit #3 Depth Log Description �a I f Brown Silty Sand w/ Organics . 1' I, Brown Silty Sand (SM), Loose, Moist 2 3 I 4 I! I' Tan Sandy Silt. NO, Loose, Moist S 6 l ll► ' ►fl ►i 7 ►'• j�► I ' Terminated @ -7.0' a !awv - w NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT I`� �C� �'{ �� I �S DEN G JOB ' NO . (v GI LOCATION 1-01 69 C1(L OV E , G N- I c.O DATE -7 12-111 CODES: Uniform Building Code, 1994 Edition AISC, Manuall*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 Steel Reinforcing: A-615 Grade 40 for #4 and smaller pFESS/0- A-615 Grade 60 for #5 and larger tructural Steel: ASTM A-36 M. R/C,yFI/�' el Pipe ASTM A53 Grade B FG el Tubing: ASTM A500 Grade A or B 3590ine Bolts, Anchor Bolts: ASTM A307 Grade A 6/ /0 (To Connectors: Simpson Strong -Tie or equal. Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1' CIvl1. �� ywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 9TFOF CWS 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: (o psf Floor Live Load: psf Seismic Zone.: ;Wind Speed: 1mph Exposure:_ Method 2 used unless otherwise noted. Allowable Soil Bearing CUC>O psf ARE SPECIAL INSPECTIONS REQUIRED ? f� 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 1 of 4 ��y BY: J I-1 lz DATE: .7111. JOB NO:: (s I PAGE OF NwthStar ENGINEERING Civil Engineers* Planners �Surveyors D T1�7(zr'il� I`1ix. V:= . 9 IZ- I' 2.ISK- i 2.IK= S i P -UT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973. 530-893-1600 FAX 530-893-2113 1-a Iz E:. L I Q tJ , 3 rI�•—� BY: J I I TZ DATE: JOB NO: Co ` PAGE OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 III:.....,.... ...... ... ...._........ .................... 1 _..........._..._ _.. 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CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 Project Address........ ANDY MEGHDADI *******------- ------ ----- CHICO, CA. *v4.51* Documentation Author... JIM PETERSON ******* Bu'/a, n 7,,V�9 Northstar Engineering 1167 't 20 Declaration Drive P an Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-MEGHDADI I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 4404 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation: Front Facing 260 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 24.6 % of floor area Average Glazing U -value.... 0.52 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul 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 S1abEdge n/a R-0 R-n/a R-0 0.720 S1abEdge n/a R-0 R-n/a R-0 0.900 FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front (W) ----- 6.0 ----- 0.510 ---- 2 --------------- None ----------- None ---- --------- None Vinyl Window Front (W) 6.0 0.510 2- None None None Vinyl Window Front (W) 40.0 0.510 2 None None None Vinyl Window Front (W) 3.0 0.510 2 None None None Vinyl Window Front (W) 4.0 0.510 2 None None None Vinyl Window Front (W) 4.0 0.510 2 None None None Vinyl „ Window Front (W) 3.0 0.510 2 None None J-IUTTFNor%U'� 'hy1 Window Front. (W) 12.0 0.510 2 None None None Vin 1 Door Front (W) 24.0 0.750 2 None Nonei_J(LUNG w NoneAq nkk9 Window Front (W) 12.0 0.510 2 None None None V'n Window Front (W) 3.0 0.510 2 None None N:.n_"1'l Window Front (W) 8.0 0.510 2 None None N- e m /f, CIDPIV U1TSSw • J ^ 5 ' 00. All. tip .40 �€7:Tit% Window Front (W) 3.0 0.510 2 None None None Vinyl Window Front (W) 40.0 0.510 2 None None None Vinyl Window Front (W) 3.0 0.510 2 None None None Vinyl Window Front (W) 4.0 0.510 2 None None None Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date........ 07/22/99 MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-MEGHDADI FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front (W) ----- 4.0 ----- 0.510 ---- 2 --------------- None ----------- None ---- None --------- Vinyl Window Front (W) 3.0 0.510 2 None None None Vinyl Window Front (W) 15.0 0.510 2 None None None Vinyl Window Right (S) 32.0 0.510 2 None None Yes Vinyl Window Right (S) 32.0 0.510 2 None None Yes Vinyl Window Right (S) 25.0 0.510 2 None None Yes Vinyl Window Right (S) 32.0 0.510 2 None None Yes Vinyl Window Right (S) 32.0 0.510 2 None None Yes Vinyl Window Right (S) 36.0 0.510 2 None None Yes Vinyl Window Right (S) 8.0 0.510 2 None None Yes Vinyl Window Right (S) 24.0 0.510 2 None None Yes Vinyl Window Right (S) 48.0 0.510 2 None None None Vinyl Window Right (S) 12.0 0.510 2 None None None Vinyl Window Back (E) 24.0 0.510 2 None None Yes Vinyl Window Back (E) 24.0 0.510 2 None None Yes Vinyl Window Left (NE) 36.0 0.510 2 None None Yes Vinyl Window Left (NE) 12.0 0.510 2 None None Yes Vinyl Door Back (E) 96.0 0.510 2 None None Yes Vinyl Window Back (E) 8.0 0.510 2 None None Yes Vinyl Window Back (E) 10.0 0.510 2 None None Yes Vinyl Window Back (E) 10.0 0.510 2 None None Yes Vinyl Window Back (E) 8.0 0.510 2 None None Yes Vinyl Window Back (SE) 30.0 0.510 2 None None None Vinyl Window Back (SE) 10.0 0.510 2 None None None Vinyl Window Back (E) 45.0 0.510 2 None None None Vinyl Window Back (E) 12.5 0.510 2 None None None Vinyl Window Back (E) 20.0 0.510 2 None None None Vinyl Window Back (E) 5.0 0.510 2 None None None Vinyl Door Back (E) 16.0 0.510 2 None None None Vinyl Door Back (E) 16.0 0.510 2 None None None Vinyl Door Left (N) 20.0 0.510 2 None None Yes Vinyl Door Left (N) 20.0 0.510 2 None None Yes Vinyl Door Left (N) 20.0 0.510 2 None None Yes Vinyl Window Left (N) 17.5 0.510 2 None None Yes Vinyl Window Left (N) 48.0 0.510 2 None None Yes Vinyl Window Left (N) 12.0 0.510 2 None None Yes Vinyl Window Left (N) 25.0 0.510 2 None None Yes Vinyl Window Left (N) 10.0 0.510 2 None None Yes Vinyl Window Left (N) 6.0 0.510 2 None None Yes Vinyl Window Left (NE) 8.0 0.510 2 None None JUTonPeDVik*1 1 Window Left (N) 22.0 0.510 2 None None None Vinyl Window Front (NW) 8.0 0.510 2 None None' �(-QILD1NGNone A M E Skylight Horz 4.0 0.670 2 None None None Metal Skylight Horz 4.0 0.670 2 None NonePooe�Nl�1 1. ri rr. Tck4l N `!vt* r 04 ,y Ste' i�il A '?l f.". 44 Iq OVA . { .S�U^yP��JyyJiTT ,L ti IWOO, bt ' ' •?T.}xT.0 ter �6UTTE COUNI V f--OILDING DEPARTMEW a� �F� r�� AP PROV E. D CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-MEGHDADI I ------------------------------------------------------------------------------- THERMAL MASS Area Thickness Type ------------ Exposed -------------- (sf) ------ (in) Location/Comments SlabOnGrade Yes 512 --------- 3.5 ------------------------ LIVING S1abOnGrade No 1632 3.5 LIVING S1abOnGrade No 1787 3.5 SLEEPING S1abOnGrade Yes 473 3.5 SLEEPING HVAC SYSTEMS y Minimum Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ Location ------------- R -value ------- Type ------------ Furnace 0.840 AFUE Attic R-4.2 Setback ACSplit 12.00 SEER Attic R-4.2 Setback Furnace 0.840 AFUE Attic R-4.2 Setback ACSplit 12.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- Storage Gas ------------------- Standard -------------- !2` 0.544 ------ EF 40 ---------- R-12 SPECIAL ------------------------ FEATURES/REMARKS y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date..... . 07/22/99 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 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 is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... JIM PETERSON Name... Company. NORTHSTAR ENGINEERING Company Address. 20 DECLARATION DRIVE Address CHICO, CALIFORNIA Phone... (530) 893-1600 Phone.. License. Signed.. Z2gned. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR JIM PETERSON Northstar Engineering 20 Declaration Drive Chico, CA 95973 r e� -7—L--7- (date) 7—ZZ(date) 1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 Project Address........ Documentation Author... ANDY MEGHDADI CHICO,CA. JIM PETERSON Northstar Engineering 20 Declaration Drive Chico, CA 95973 ******* *v4.51* ******* Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-MEGHDADI ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs ;?71 f 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 0 F ,v MANDATORY MEASURES ------------------------------------------------------------------------------- CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-MEGHDADI SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating systems. ✓ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. t1i 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES - ROLDI G ®EPARTMEW Peniqn- Enfoorce- 150 k 40 1 m V Er � t ( ) u ens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. iTrE COUNT 1. iLDING DEPAR ME t P",. o v 1E n COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 Project Address........ ANDY MEGHDADI ******* --------------------- CHICO,CA. *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-MEGHDADI ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 15.12 12.59 2.53 = = Space Cooling.......... 9.80 10.77 -0.97 = = Water Heating.......... 5.93 7.26 -1.33 = = Total 30.85 30.62 0.23 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 4404 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 260 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Slab On Grade Number of Building Zones... 2 Conditioned Volume.......... 52769 cf Footprint Area ............. 4404 sf Ground Floor Area.......... 4404 sf Slab -On -Grade Area......... 4404 sf Glazing Percentage......... 24.6 % of floor area Average Glazing U -value.... 0.52 Btu/hr-sf-F Average Ceiling Height..... 12 ft JILDING DEPARTMOV COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-MEGHDADI ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor Area # of Insul Act Vent Special Form 3 Location/ Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- (sf) --------- (cf) --------- Units ----- itioned ------- Type ------------ (ft) ------ (sf) --------- LIVING Wall 148 0.065 17.8 260 90 Yes .Residence 2144 27157 1.00 Yes Setback 2.0 n/a SLEEPING W.19.2X6.16 3 Wall 128 0.065 17.8 260 Residence 2260 25612 0.00 Yes Setback 2.0 n/a OPAQUE SURFACES Surface ------------ LIVING 25 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar1� (ft) Factor R-val Gains Location/Comments --------------------- ------------- 130 0.720 R-0 No elf Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) value R-val Azm Tilt Gains Reference Comments LIVING ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 148 0.065 17.8 260 90 Yes W.19.2X6.16 2 Wall 126 0.065 17.8 260 90 Yes W.19.2X6.16 3 Wall 128 0.065 17.8 260 90 Yes W.19.2X6.16 4 Wall 118 0.065 17.8 260 90 Yes W.19.2X6.16 5 Wall 12 0.065 17.8 260 90 Yes W.19.2X6.16 6 Wall 17 0.065 17.8 260 90 Yes W.19.2X6.16 8 Wall 97 0.065 17.8 350 90 Yes W.19.2X6.16 9 Wall 302 0.065 17.8 350 90 Yes W.19.2X6.16 10 Wall 17 0.065 17.8 35 90 Yes W.19.2X6.16 11 Wall 17 0.065 17.8 305 90 Yes W.19.2X6.16 12 Wall 84 0.065 17.8 350 90 Yes W.19.2X6.16 15 Wall 164 0.065 17.8 80 90 Yes W.19.2X6.16 16 Wall 44 0.065 17.8 125 90 Yes W.19.2X6.16 17 Wall 56 0.065 17.8 80 90 Yes W.19.2X6.16 18 Wall 128 0.065 17.8 80 90 Yes W.19.2X6.16 21 Wall 64 0.065 17.8 170 90 Yes W.19.2X6.16 22 Wall 62 0.065 17.8 170 90 Yes W.19.2X6.16 23 Roof 2140 0.025 38 n/a 0 Yes R.38.2X4.24 SLEEPING 7 Wall 269 0.065 17.8 350 90 Yes W.19.2X6.16 13 Wall 252 0.065 17.8 80 90 Yes W.19.2X6.16 14 Wall 42 0.065 17.8 35 90 Yes W.19.2X6.16 19 Wall 284 0.065 17.8 170 90 Yes W.19.2X6.16 20 Wall 267 0.065 17.8 170 90 Yes W.19.2X6.16 24 Roof 2256 0.025 38 n/a 0 Yes R.38.2X4.24 Surface ------------ LIVING 25 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar1� (ft) Factor R-val Gains Location/Comments --------------------- ------------- 130 0.720 R-0 No elf • ' 3 .' � � e .. _ _ .:�. . w. . �.>., _ ' n .. L'�' :�r. V .., ��iJ.~.� i�.: r �: - _. � ' . .. _ _ i w 4 .. .r .. ������ • �. ,., � � L�rr tMy ,. .. .��. J. ..I? �1 _F t .. � �+� >� . �. ..,fitn� 's I ��1 TJ. .. .:a:'7:�! � i ;, , } r 26 SlabEdge 44 0.900 R-0 No SLEEPING 27 SlabEdge 126 0.720 R-0 No 28 SlabEdge 21 0.900 R-0 No au, Tir Ft-� rnu�wf COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-MEGHDADI FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- LIVING ----- ---- --------- ------ ----- --- --- ---- ---- --------------- 1 Window 6.0 2 Vinyl Slider 0.510 260 90 0.88 0.58 None 2 Window 6.0 2 Vinyl Slider 0.510 260 90 0.88 0.58 None 3 Window 40.0 2 Vinyl Slider 0.510 260 90 0.88 0.58 None 4 Window 3.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 5 Window 4.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 6 Window 4.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 7 Window 3.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 8 Window 12.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 9 Door 24.0 2 Wood Slider 0.750 260 90 0.88 0.58 None 10 Window 12.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 11 Window 3.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 12 Window 8.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 13 Window 3.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 14 Window 40.0 2 Vinyl Slider 0.510 260 90 0.88 0.58 None 15 Window 3.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 16 Window 4.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 17 Window 4.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 18 Window 3.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 19 Window 15.0 2 Vinyl Fixed 0.510 260 90 0.88 0.58 None 28 Window 48.0 2 Vinyl Slider 0.510 170 90 0.88 0.58 None 29 Window 12.0 2 Vinyl Fixed 0.510 170 90 0.88 0.58 None 34 Door 96.0 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 35 Window 8.0 2 Vinyl Fixed 0.510 80 90 0.88 0.58 None 36 Window 10.0 2 Vinyl Fixed 0.510 80 90 0.88 0.58 None 37 Window 10.0 2 Vinyl Fixed 0.510 80 90 0.88 0.58 None 38 Window 8.0 2 Vinyl Fixed 0.510 80 90 0.88 0.58 None 39 Window 30.0 2 Vinyl Slider 0.510 125 90 0.88 0.58 None 40 Window 10.0 2 Vinyl Fixed 0.510 125 90 0.88 0.58 None 41 Window 45.0 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 42 Window 12.5 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 43 Window 20.0 2 Vinyl Fixed 0.510 80 90 0.88 0.58 None 44 Window 5.0 2 Vinyl Fixed 0.510 80 90 0.88 0.58 None 45 Door 16.0 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 46 Door 16.0 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 53 Window 25.0 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 54 Window 10.0 2 Vinyl Fixed 0.510 350 90 0.88 0.58 None 55 Window 6.0 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 56 Window 8.0 2 Vinyl Slider 0.510 35 90 0.88 0.58 None 57 Window 22.0 2 Vinyl Slider 0.510 350 90 0.88 0;�58'r'Nbnee�jt� 58 Window 8.0 2 Vinyl Slider 0.510 305 90 0.88 0`58 None 59 Skylight SLEEPING' 4.0 2 Metal Fixed 0.670 260 0 0 .,88 -0:88"None ?•,` 20 Window 32.0 2 Vinyl Slider 0.510 170 90 0.88�0.58,None VI 21 Window 32.0 2 Vinyl Slider 0:510 170 90 0.88 0.58 None 22 Window 25.0 2 Vinyl Fixed 0.510 170 90 0.88 0.58 None 23 Window 32.0 2 Vinyl Slider 0.510 170 90 0.88 0.58 None 24 Window 32.0 2 Vinyl Slider 0.510 170 90 0.88 0.58 None r-PLOING DEPA TMMC COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-MEGHDADI I ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS # of ------Overhang----- Vent Fin--- ---Right Fin -- SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 25 Window ----- 36.0 ---- 2 --------- Vinyl ------ Slider ----- 0.510 --- 170 --- 90 ---- 0.88 ---- 0.58 --------------- None 26 Window 8.0 2 Vinyl Slider 0.510 170 90 0.88 0.58 None 27 Window 24.0 2 Vinyl Slider 0.510 170 90 0.88 0.58 None 30 Window 24.0 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 31 Window 24.0 2 Vinyl Slider 0.510 80 90 0.88 0.58 None 32 Window 36.0 2 Vinyl Slider 0.510 35 90 0.88 0.58 None 33 Window 12.0 2 Vinyl Fixed 0.510 35 90 0.88 0.58 None 47 Door 20.0 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 48 Door 20.0 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 49 Door 20.0 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 50 Window 17.5 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 51 Window 48.0 2 Vinyl Slider 0.510 350 90 0.88 0.58 None 52 Window 12.0 2 Vinyl Fixed 0.510 350 90 0.88 0.58 None 60 Skylight 4.0 2 Metal Fixed 0.670 260 0 0.88 0.88 None OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Hght Wdth Dpth Hght =--- Ext Ext Ext Dpth Hght Ext Dpth Hght LIVING ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- 34 Door 96.0 2.0 2.0 17.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 8.0 2.0 5.0 17.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 10.0 2.0 5.0 17.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 10.0 2.0 2.0 17.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 8.0 6.0 5.0 5.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 53 Window 25.0 2.0 3.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 54 Window 10.0 4.5 1.5 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 55 Window 6.0 5.5 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a SLEEPING 20 Window 32.0 8.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 32.0 8.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 25.0 5.0 5.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 32.0 8.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 32.0 8.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 36.0 6.0 6.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 8.0 2.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 24.0 6.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 24.0 6.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a�,Un/'a ;?'n/a' ri%a 31 Window 24.0 6.0 4.0 1.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 36.0 6.0 6.0 4.0 1.5 n/a n/a n/a n/a 33 Window 12.0 8.0 12.0 17.0 1.5 n/a n/a n/a n/an/a n/a n/a n%a 47 Door 20.0 8.0 2.5 3.5 1.5 n/a n/a n/a n/a nr%wa�n%a 48 Door 20.0 8.0 2.5 3.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 49 Door 20.0 8.0 2.5 3.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 50 Window 17.5 5.0 3.5 3.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 51 Window 48.0 8.0 6.0 20.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a u k . ", uTw COMPUTER METHOD SUMMARY Page 5 C -2R ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date........ 07/22/99 ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-MEGHDADI ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 52 Window 12.0 6.0 2.0 20.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS HVAC SYSTEMS Area Thick Heat Conduct- Surface Efficiency Mass Type --------------- (sf) (in) Cap ivity R -value Location/Comments LIVING ------ ----- ----- -------- -------- --------------------'------ 1 SlabOnGrade 512 3.5 28.0 0.98 R-0.0 LIVING 2 SlabOnGrade 1632 3.5 28.0 0.98 R-2.0 LIVING SLEEPING 12.00 SEER Attic R-4.2 0.810 3 SlabOnGrade 1787 3.5 28.0 0.98 R-2.0 SLEEPING 4 SlabOnGrade 473 3.5 28.0 0.98 R-0.0 SLEEPING HVAC SYSTEMS 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 2 0.544 40 R-12 SPECIAL FEATURES/REMARKS ------------------------ Minimum Duct Duct Duct System Type -----=---------- Efficiency Location R -value Efficiency LIVING ------------ ------------- ------- ---------- Furnace 0.840 AFUE Attic R-4.2 0.830 ACSplit 12.00 SEER Attic R-4.2 0.810 SLEEPING Furnace 0.840 AFUE Attic R-4.2 0.830 ACSplit 12.00 SEER Attic R-4.2 0.810 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 2 0.544 40 R-12 SPECIAL FEATURES/REMARKS ------------------------ HVAC SIZING Page 1 HVAC; Project Title.......... MEGHDADI Date........ 07/22/99 Project Address........ ANDY MEGHDADI ******* --------------------- CHICO,CA. *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2089 User-Northstar Engineering Run-MEGHDADI - -------------------------------------------------=---------------------------- GENERAL INFORMATION ------------------- Floor Area* ................ 4404 sf Volume ..................... 52769 cf Front Orientation.......... Front Facing 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 Description (Btu' h). Opaque Conduction and Solar...... 22697 Glazing Conduction ............... 24097 Glazing Solar .................... n/a Infiltration ..................... 33369 Internal Gain .................... n/a Ducts ............................ 8016 Sensible Load .................... 88179 Latent Load ...................... In/a 260 deg (W) Cooling (Btuh) 8655 13449 37296 10965 2100 7247 79712 15942 ---------------------- Minimum Total Load 88179 95655 Note: The loads shown are only one of the criteria affect; fng;-the=,.selec.t,ion of HVAC equipment Other relevant design factors sucIi " as ` arr �'fllow requirements, outdoor design temperatures, coil sizing; ravailab,i'lity�„ of.,, equipment, oversizing safety margin, etc., must also be considered. ­'It is' the HVAC designers responsibility to consider all factors;;when, , s,electing ��1u t the HVAC equipment. JMTE COUNTf -, ri-IJILDING DFR5,,,;I-T?VEW, HVAC SIZING Page 2 HVAC ------------=-------------------------==-----=--------------------------------- ------------------------------------------------------------------------------- Project Title.......... MEGHDADI Date......... 07/22/99 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6591 Wth-CTZ11S92 "Program -HVAC SIZING I User##-MP2089 User-Northstar Engineering Run-MEGHDADI --------=------=--------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'LIVING' Floor Area ....................... 2144 sf Volume ........................... 27157: cf ZONE 'SLEEPING' Floor Area ........................ 2260 sf Volume ........................... 25612 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... .10242 4042 Glazing Conduction ............... 10082 5627 Glazing Solar .................... n/a 10659 Infiltration ..................... 16196 5322 Internal Gain .................... n/a 0 Ducts ............................ 3652 2565 Sensible Load .................... 40172 28215 Latent Load ...................... n/a 5643 ----------- ----------- Minimum Zone Load 40172 33858 `,� Heating Cooling Description (Btuh) (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 12456 ----------- 4614 Glazing Conduction ............... 14014 7822 Glazing Solar..................... n/a 26637 Infilt"ration..................... 17173 5643 Internal Gain .................... n/a 2100 Ducts ............................ 4364 4682 Sensible Load .................... 48007 51497 Latent Load ...................... n/a 10299 Minimum Zone Load ----------- 48007 ----------- 61797 ZONE 'SLEEPING' Floor Area ........................ 2260 sf Volume ........................... 25612 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... .10242 4042 Glazing Conduction ............... 10082 5627 Glazing Solar .................... n/a 10659 Infiltration ..................... 16196 5322 Internal Gain .................... n/a 0 Ducts ............................ 3652 2565 Sensible Load .................... 40172 28215 Latent Load ...................... n/a 5643 ----------- ----------- Minimum Zone Load 40172 33858 `,� 000 calibF.r U.S. Patents 5,328,356 Patents Pending Shown :with optional r'ef ra c t o r y lining 000 Z' h, eatilator a The first name in fireplaces 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 Btu/hr. for natural gas; 21,000 - 28,000 Btu/hr. 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: 1/4" for every V of horizontal run • Required vent supports: one support for every 3' of horizontal run. • R d ' e overly • 11/4" 163/4" — 26' Max. Soffit 25' Max. Venting can 18 Min. from only terminate ventilated soffit; only this 12" Min. from area. unventilated soffit 2' - t 501/2 Min. 12'� Min. to top of exterior hole '163/4" Min.,' 3' Max. equlre pip p. • 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. 1 591/2" Min. window height; 501/2" Min. recessed shelf or the t frame of 42° an inoperable Min. window height/ V1 Min. 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. Model A B C Caliber 300 36" 41" 241/2" Caliber 400 42" 47" 301/2" Standoffs Gas line ® knockout 42" Min. mantel height ® ! 35/s" 71/2° Electrical 71/8'/8'. knockout 93/4„ Outer flue 8" diameter 715/16' D 0 23" 115�s' 0 B 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. Framing 1" Min. air space clearance to I DimensiROUGH enclosure ns FRAMING DIMENSIONSf M8�1 • Caliber 300: width - 42"; height - 385/8";'.cavity depth - 231/2 " • 400: width - 48"; height - 385/s";cavi ty depth - 2aliber 1/ n I 1 385/ CLEARANCES TO SURROUND/COMBUSTIBLES 231/ " A— • Minimum window height - 59112 • Minimum recessed shelf height - 501/2". • Minimum mantel height - 42 "% • Top of standoffs - 0"; Floor -,0'"; Back and Model A B C sides of fireplace - 112"; Ceiling'30" . - Caliber 300 —, 42 505/8 715/8" • Perpendicular sidewall - 1" ,, Caliber 400 48" 551/4" 781/8" CERTIFICATIONS • Certified for installation in bedrooms, bed/sitting rooms and mobile homes. • Consult local building codes for local installations and operational guidelines. GENERAL CONSIDERATIONS 1 591/2" Min. window height; 501/2" Min. recessed shelf or the t frame of 42° an inoperable Min. window height/ V1 Min. 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. Model A B C Caliber 300 36" 41" 241/2" Caliber 400 42" 47" 301/2" Standoffs Gas line ® knockout 42" Min. mantel height ® ! 35/s" 71/2° Electrical 71/8'/8'. knockout 93/4„ Outer flue 8" diameter 715/16' D 0 23" 115�s' 0 B 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. RC4, RC5, RC6 ON/OFF Remote Control s: RCP Multi functional Remote control beallator� L 4' RCA36D, RCA42D Refractory Lining FK4 Fan Kit L)FNbA/B, L)FC2A/B TK6CA/B/C, TK7CA/B/C TK301B, TK401B IK43A/ti, IK44A/ti Fixed Glass Doors Brass Trim Brass Trim Brass Trim Heatilator Inc. a HON INDUSTRIES company 800/843-2848 1915 W. Saunders Street Fax 800/259-1549 Mt. Pleasant, Iowa 52641 http://www.heatilator.com HEATILATOR is a registered trademark of Heatilator Inc. 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 Models Available Caliber 300 Series GCDC36 36" Direct vent, natural gas, standing pilot 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 s: RCP Multi functional Remote control beallator� L 4' RCA36D, RCA42D Refractory Lining FK4 Fan Kit L)FNbA/B, L)FC2A/B TK6CA/B/C, TK7CA/B/C TK301B, TK401B IK43A/ti, IK44A/ti Fixed Glass Doors Brass Trim Brass Trim Brass Trim Heatilator Inc. a HON INDUSTRIES company 800/843-2848 1915 W. Saunders Street Fax 800/259-1549 Mt. Pleasant, Iowa 52641 http://www.heatilator.com HEATILATOR is a registered trademark of Heatilator Inc. 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 'aliber 'eninsula J U.S. Patents 5,328,356 and 5,613,487 Patents Pending neatiiamL.Aomo", o,r The first name in fireplaces CALIBER AESTHETICS r� • Three -sided viewing a -ea provides a contemporary style to your home. • 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 (26,000 - 34,000 Btu/hr. for natural gas, 23,000 - 30,000 Btu/hr. for L.P. gas) and flame height. • Caliber minimizes the steel surround and maximizes the viewing area for a better -looking fireplace. • Steel refractory lining provides a masonry appearance. 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. • Direct vent system provides a sealed combustion chamber; also offers the choice of venting from the top or side of the appl=ance. 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. f— 36" 4011/16" I / / 'x'1/16 r 3713/16' / / �r _ 2165/,6"art PL6 24" �.-- 40" �I f 40" 20" 24' 12" 31/4''I 2815/16" `3 25" Warning: You cannot cover any of the removab panels on this unit as this may create a fire hazarwr When finishing the Caliber Peninsula, 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. ROUGH FRAMING DIMENSIONS • Width -223/4"; height - 403/4"; cavity depth - 397/8". CLEARANCES TO SURROUND/COMBUSTIBLES • Minimum window height - 493/4"*. • Minimum recessed shelf height - 403/4"*. • Minimum mantel height - 46 ". • Top of standoffs - 0"; Floor - 0"; Back and sides of fireplace - 1/2 "; Ceiling - 30". CERTIFICATIONS • Certified for installation in bedrooms, bed/sitting rooms and mobile homes; HUD approved. • Consult local building codes for local installations and operational guidelines. GENERAL CONSIDERATIONS • The rough framing dimensions shown above take into consideration the use of 5/8" sheetrock/drywall. If sheetrock other than 5/8" is used, this dimension must be modified. • 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 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. dimensions can only be obtained when utilizing the rear venting system of this appliance. TOP VENT HORIZONTAL TERMINATION CLEARANCES • 3" clearance required above horizontal vent. • 1" clearance required along bottom and sides of vent. • Maximum horizontal run in horizontal termination: 26'. • Maximum vertical run in horizontal termination: 25'. • Required rise: 1/4" for every P of horizontal run. Required vent supports: one support for every 3' of horizontal run; Required pipe overlap: 11/4" 26' Max. Soffit Venting can ventilated ft onl terminate 12' Min. from y unventilated soffit 25' Max. \ within this area. ,2" 2' Min. 525/16" Min. to top of exterior hole a 163/4" Min., 3' Max. Top Vent I24'._.. —Max. Rear Vent • Effect of additional 900 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. REAR VENT HORIZONTAL TERMINATION CLEARANCES • 7" clearance required above vent on runs off the back of the unit to the wall shield. • 3" clearance required above vent on runs inside a wall (a heat shield must be installed). • 1" clearance required along bottom and sides of vent. • Maximum horizontal run with no vertical sections: 24" OERTICAL TERMINATION CLEARANCES • 1 " clearance required around the vent on vertical installations. • 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. ? - 397/8" 5/8" � 223/4"_+ 493/4" Min. window I `1 drywall , l height; 403/4"' Min. recessed shelf or the frame of an inoperable window 403/4" height; 46" Min. mantel height i 1/2" • Minimum mantel height - 46 ". • Top of standoffs - 0"; Floor - 0"; Back and sides of fireplace - 1/2 "; Ceiling - 30". CERTIFICATIONS • Certified for installation in bedrooms, bed/sitting rooms and mobile homes; HUD approved. • Consult local building codes for local installations and operational guidelines. GENERAL CONSIDERATIONS • The rough framing dimensions shown above take into consideration the use of 5/8" sheetrock/drywall. If sheetrock other than 5/8" is used, this dimension must be modified. • 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 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. dimensions can only be obtained when utilizing the rear venting system of this appliance. TOP VENT HORIZONTAL TERMINATION CLEARANCES • 3" clearance required above horizontal vent. • 1" clearance required along bottom and sides of vent. • Maximum horizontal run in horizontal termination: 26'. • Maximum vertical run in horizontal termination: 25'. • Required rise: 1/4" for every P of horizontal run. Required vent supports: one support for every 3' of horizontal run; Required pipe overlap: 11/4" 26' Max. Soffit Venting can ventilated ft onl terminate 12' Min. from y unventilated soffit 25' Max. \ within this area. ,2" 2' Min. 525/16" Min. to top of exterior hole a 163/4" Min., 3' Max. Top Vent I24'._.. —Max. Rear Vent • Effect of additional 900 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. REAR VENT HORIZONTAL TERMINATION CLEARANCES • 7" clearance required above vent on runs off the back of the unit to the wall shield. • 3" clearance required above vent on runs inside a wall (a heat shield must be installed). • 1" clearance required along bottom and sides of vent. • Maximum horizontal run with no vertical sections: 24" OERTICAL TERMINATION CLEARANCES • 1 " clearance required around the vent on vertical installations. • 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. GDFL36 36" Direct vent Peninsula, natural gas, standing pilot GDFL36E 36" Direct vent Peninsula, natural gas, electronic ignition GDFL36L 36" Direct vent Peninsula, L.P. gas, standing pilot GDFL36LE 36" Direct vent Peninsula, L.P. gas, electronic ignition RC4, RC5, RC6 ON/OFF Remote Control DF317A, DF317B Fixed End Panel DF360A, DF360B Fixed Glass Doors TKFL2A, TKFL2B Brass Trim TKD4A, TKD4B Accent Trim Heatilator A Division of Hearth Technologies Inc. 800/843-2848 1915 W. Saunders Street Fax 800/259-1549 Mt. Pleasant, Iowa 52641 http://www.heatilator.com HEATILATOR is a registered trademark of Hearth Technologies Inc. Specifications and options are subject to change. Flame appearance may differ from that shown in product literature due to geographic and atmospheric differences, fuel type, and venting configuration. GK2 Upper and Lower Grille Panels TKGK2A, TKGK2B Brass Trim 73048C 3/98 CG • .7 • X=8 Heating & Cooling Systems HIGHLY -EFFICIENT 4 -WAY MULTIPOISE FIXED -CAPACITY DIRECT -VENT CONDENSING GAS FURNACE Utilizing the extensive resources available to Bryant, a new stan- dard of excellence has been achieved with the model 350MAV Plus 90TA4 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'icondensing 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 Multipoise 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 take's to change to any of the 3 other pos- sible positions.,",+: The model 350MAV is available in 12 heat/airflow combinations, and when combined with the 4 -way design, allows for 48 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 350MAV Sizes 040 thru 140 Series D brings outdoor air directly into the combustion chamber, reduc- ing infiltration of cold air into the structure and reducing heat loss. r 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 Everlasti6m 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 -year warranty in other residential and commercial applica- tions. Contact your dealer for details. Three-year warranty on microprocessor control, hot surface ignitor, and inducer motor. Monoport Inshot Burners—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. Fully -Insulated Casing—Foikfaced 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. listed gas conversion kit is required to convert furnace for use with propane gas. The model 350MAV meets the California Air Quality Management District emission requirements. Except for the 140 size unit, all 350MAV models can be installed in a manufactured (mobile) home when the optional kit is used. I Form No. PDS 350M.40.7 2s 1$i16,. 26'/4"- 24 'h"- 22 5/16" 2 -IN. COMBUSTION - AIR CONN 112 -IN. DIAD GAS CONN 2 -IN. VENT CONN Y2 -IN. DIA THERMOSTAT ENTRY 22 11/i6"— v ----------------- 141/2" ----- -----------141h" SIDE INLET TYP I I I I I I -------------------- f ---------- ------te } 1'/4" 1"�-!,31/4"TYP__� DE INLET 26 1/16" TYP j n V CONDENSATE DRAIN TRAP LOCATION (DOWNFLOW & HORIZONTAL LEFT) %-IN. DIA POWER CONN %-IN. DIA ACCESSORY POWER ENTRY —CONDENSATE DRAIN TRAP 2' LOCATION (ALTERNATE 24h" UPFLOW) 17 SAV' TYP CONDENSATE DRAIN LOCATION (UPFLOW) 4 AIRFLOW 1J/16.. D ET 13/16., OUTLET 33'/4" TYP 32 5/6" 30 13/16"7 P 1 2911/16" 27'A" TYP CONDENSATE DRAIN TRAP LOCATION (DOWN FLOW & HORIZONTAL RIGHT) OR ALTERNATE 'h -IN. DIA GAS CONN �NLET 11 I � " /i6I " E —+jl he" 30 'h" CONDENSATE DRAIN LOCATION 22'/4 TYP 28 1h" (UPFLOW) E -� 24 3 2615/,6" DIMPLE LOCATORS BOTTOM INLET FOR HORIZONTAL 15-7/8 HANGING 149 26 'A 17-1/2 15-7/8 16 152 22 5/16" 17-1/2 15-7/8 16 156 19" 'J/16" TYP 16 163 TLE , Sh„ 15-7/8 16 2 -IR COMBUSTION - AIR CONN 5/1e,. 17-1/2 15-7/8 + i12 -IN. DIA 048080 17-1/2 + GAS CONN 175 060080 21 7% -IN. DIA 19-1/2 197 048100 _ POWER CONN 19-3/8 19-1/2 193 'h -11N. DIA 21 19-3/8 19-1/2 THERMOSTAT ENTRY 24-1/2 22-7/8 23 39 'h 060140 24-1/2 2 -IN. VENT CONN 23 252 I 1 181/°„ I I I I SIDE INLET I I 1 .—.—.—.—.—.—.—.—. d 1„ CONDENSATE DRAIN LOCATION 22'/4 TYP 7/16 (UPFLOW) E -� 24 3 11/w,11/w,/ DIMPLE LOCATORS BOTTOM INLET FOR HORIZONTAL 15-7/8 HANGING 149 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 bottom only. DIMENSIONS (In.) 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 15-7/8 16 175 060080 21 19-3/8 19-1/2 197 048100 _ 21 19-3/8 19-1/2 193 060100 ~060120 f 21 19-3/8 19-1/2 196— 24-1/2 22-7/8 23 252 060140 24-1/2 22-7/8 23 252 • A93023 • This forced air furnace is equipped for use with natural gas at altitudes 0 - 10,000 ft (0 - 3,050m), except 140 size Furnaces are only approved for altitudes 0 - 7,000 ft. (0 - 2,135m). An accessory kit, supplied by the manufacturer, shall be used to convert to propane gas use or may be required for • some natural gas applications. This furnace is for indoor installation in a building constructed on site. This furnace may be installed in a manufactured (mobile) home when stated on rating plate and using factory authorized kit. This furnace may be installed on combustible flooring in alcove or closet at minimum clearance from combustible material. 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). • �I J MINIMUM INCHES CLEARANCE TO COMBUSTIBLE CONSTRUCTION ALL POSITIONS: * Mimimum front clearance for service 30 inches (762mm). tt 140 size furnaces require 1 inch back clearance to combustible materials. DOWNFLOW POSITIONS: tFor installation on combustible floors only when installed on special base No. KGAS60201ALL, Coil Assembly, Part No. CD5 or CK5, or Coil Casing, Part No. KCAKC. HORIZONTAL POSITIONS: Clearance shown is for air inlet and air outlet end. Line contact is permissible only between lines formed by intersections of top and two sides of furnace jacket, and building joists, studs, or framing. 0 120 and 140 size Furnaces require 1 inch bottom clearance to combustible materials. 323857-101 REV. C (LIT) This furnace is approved for UPFLOW, DOWNFLOW and HORIZONTAL installations. Clearance in inches CONTROLS -THERMOSTATS AND ZONING combustibles 0" A97609 For Use with 1 -Speed Air Conditioner—TSTATBHNAC01-A THERMOSTAT—NON-PROGRAMMABLE For Use with 2 -Speed Air Conditioner—TSTATBHN2S01-A For Use with 2 -Speed Heat Pump—TSTATBHN2S01-A For Use with 1 -Speed Air Conditioner—TSTATBHPAC01-A THERMOSTAT—PROGRAMMABLE For Use with 2 -Speed Air Conditioner—TSTATBHP2S01-A For Use with 1 -Speed Heat Pump—TSTATBHPDF01-A For Use with 2 -Speed Heat Pump—TSTATBHP2S01-A or TSTATBHPOF01-A THERMIDISTAT—PROGRAMMABLE THERMOSTAT TSTATBHPRH61-A with Humidity Control ZONING -2 -ZONE ZONEBH2KIT01, ZONEKIT2ZBDP ZONING -4 -ZONE ZONEBH4KIT01 SPECIFICATIONS UNIT SIZE RATINGS • PERFORMANCE 024040 036040 024060 1 036060 1 048060 1 036080 Input Btuh* 40,000 40,000 60,000 60,000 60,000 80,000 Output Capacityt ICS (Shaded capacities are specified on rating plate) Upflow Downflow, Horizontal 38,000 38,000 38,000 38,000 38,000 38,000 56,000 56,000 56,000 56,000 56,000 56,000 56,000 56,000 56,000 75,000 75,000 74,000 AFUE%t Nonweatherized ICS Upflow Downflow Horizontal 94.3 92.9 93.7 95.5 94.0 94.9 93.1 93.1 91.7 91.7 92.5 92.5 93.1 91.7 92.5 93.1 91.7 92.5 Certified Temperature Rise Range °F 30-60 15-45 45-75 30-60 20-50 40-70 Certified External Static Pressure Heating Cooling 0.10 0.50 0.10 0.50 0.12 0.12 0.50 0.50 0.12 0.50 0.15 0.50 Airflow CFM$ ELECTRICAL Heating Cooling 850 895 1125 1215 885 1065 900 1200 1320 1545 1190 1245 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 7.6 Unit Ampacitytt 8.4 10.0 8.4 9.8 12.8 10.4 Minimum Wire Size 14 14 14 14 14 14 Maximum Wire Length (Ft)#t 44 37 44 38 29 36 Maximum Fuse Size or Ckt Bkr Amps (Time -Delay Fuse Recommended) 15 15 15 15 15 15 Transformer (24v) 40va External Control Power Available Heating 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 1 3 3 4 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 BLOWERDATA Hot Surface Direct -Drive Motor HP (Permanent Split Capacitor) 1/5 1/3 1/5 1/3 1/2 1/3 Motor Full Load Amps 4.9 5.8 4.9 5.8 7.9 5.8 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 10 x 7 Filter Size (In.) -Permanent Washable FACTORY -AUTHORIZED • • LISTED, • • OPTIONS (1) 16 x 25 x 1 (1) 20 x 25 x 1 Gas Conversion Kit -Natural -to -Propane KGANP2001ALL Gas Conversion Kit -Propane -to -Natural KGAPN1601ALL Twinning Kit-Upflow ONLY N/A IKGATW0401HSII N/A 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 Condensate Freeze Protection Kit KGAHT0101CFP Side Filter Rack (Without Filter)-Upflow ONLY KGAFR0206ALL Electronic/Mechanical Air Cleaner Model AIRA or 902B Humidifier Model 912D, 912E, 913B, 913C, or 914A Heat/Energy Recovery Ventilator Model VA36, VB5B, VC58, or VL3A See notes on page 5. -4- is • • • SPECIFICATIONS Continued UNIT SIZE RATINGS • PERFORMANCE 048080 060080 048100 060100 060120 060140 Input Btuh* 80,000 80,000 100,000 100,000 120,000 138,000 Output Capacityt ICS (Shaded capacities are specified on rating plate Upflow Downflow Horizontal 75,000 75,000 75,000 75,000 75,000 75,000 94,000 94,000 94,000 94,000 93,000 93,000 113,000 113,000 112,000 129,000 129,000 128,000 AFUE%t Nonweatherized ICS Upflow Downflow Horizontal j 93.1 91.7 92.5 93.1 91.7 92.5 93.1 93.1 91.7 91.7 _ 92.5 92.5 93.1 91.7 92.5 92.6 91.2 92.0 Certified Temperature Rise Range °F 30-60 20-50 45-75 30-60 -' 40-70 50-80 Certified External Static Pressure . Heating Cooling 0.15 0.50 0.15 0.50 0.20 0.20 0.50 0.50 0.20 0.50 0.20 0.50 Airflow CFM$ ELECTRICAL Heating Cooling 1285 1525 1785 1 1925/2035 1315 1690 1570 1930/2130 1720 2000/2130 1970 1990/2045 Unit Volts -Hertz -Phase 115-60-1 Operating Voltage Range Min -Max** 104-127 Maximum Unit Amps 10.0 14.1 10.2 14.8 14.6 14.3 Unit Ampacitytt 13.4 18.4 13.5 19.3 19.1 18.8 Minimum Wire Size 14 12 14 12 12 12 Maximum Wire Length (Ft)$$ 28 31 27 30 30 30 Maximum Fuse Size or Ckt Bkr Amps (Time -Delay Fuse Recommended) 15 20 15 20 20 20 Transformer (24v) 40va External Control Power Available Heating 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 5 1 5 6 6 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 BLOWERDATA Hot Surface Direct -Drive Motor HP (Permanent Split Capacitor) 1/2 3/4 1/2 3/4 3/4 3/4 Motor Full Load Amps 7.9 11.1 7.9 11.1 11.1 11.1 RPM (Nominal) -Speeds 1075-4 Blower Wheel Diameter x Width (In.) 11 x 8 11 x 10 11 x 8 I 11 x 10 11 x 10 11 x 10 Filter Size (In.) -Permanent Washable FACTO RY-AUTHO RIZ ED AND LISTED, DEALER -INSTALLED OPTIONS (1) 20 x 25 x 1 (2)16 x 25 x 1 Gas Conversion Kit -Natural -to -Propane KGANP2001ALL' Gas Conversion Kit -Propane -to -Natural KGAPN1601ALL Twinning Kit-Upflow ONLY KGATW0401 HSI N/A Manufactured (Mobile) Home Kit KGAMHO101 KIT N/A 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 Condensate Freeze Protection Kit KGAHT0101CFP Side Filter Rack (Without Filter)-Upflow ONLY KGAFR0206ALL Electronic/Mechanical Air Cleaner Model AIRA or 902B Humidifier Model 912D, 912E, 913B, 913C, or 914A Heat/Energy Recovery Ventilator Model VA38, VB5B, VC513, or VL3A * Gas input ratings are certified for elevations to 2000 ft. For elevations above 2000 ft, reduce ratings 2% for each 1000 ft above sea level. In Canada, derate the unit 5% from 2000 to 4500 ft above sea level. t Capacity and AFUE in accordance with U.S. Government DOE test procedures effective November 10, 1997. t 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 return -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 Bryant 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 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 0 to 2000 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 NA NA NA NA 3t 45 40 35 30 25 20 3t no disk 70 70 70 70 70 70 4t no disk 70 70 70 70 70 70 060140 2 Pipe or 3 -In. Concentric 2-1/2 one disk 5 NA NA NA NA NA 3t one disk 40 35 30 25 20 15 3t no disk 60 56 52 48 44 40 4t no disk 70 70 70 70 70 70 024040 036040 2 Pipe or 2 -In. Concentric 1-1/2 67 62 57 52 52 47 2 70 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 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 2001 to 3000 048100 060100 2 Pipe or 3 In. Concentric 2-1/2 35 26 16 16 6 NA 3 70 70 70 70 66 61 060120 2 Pipe or 3 -In. Concentric 3 14 9 NA NA NA NA 3t no disk 70 70 63 56 50 43 4t no disk 70 70 70 70 70 70 060140 2 Pipe of 3 -In. Concentric 3t one disk 20 1 15 10 5 1 NA NA 3t no disk 39 35 31 27 23 19 4t no disk 70 70 70 70 70 70 024040 036040 2 Pipe or 2 -In. Concentric 1-1/2 64 59 54 49 48 43 2 70 70 70 70 70 70 024060 036060 048060 2 Pipe or 2 -In. Concentric 1-1/2 16 11 6 NA NA NA 2 68 63 62 57 57 56 to 4000 036080 048080 060080 2 Pipe or 2 -In. Concentric 2 46 41 28 23 22 13 2412 70 70 70 70 70 70 3001 048100 060100 2 pipe or 3-InConcentric . 2-1/2 33 24 15 14 5 NA 3 70 70 70 66 61 56 060120 2 Pipe or 3 -In. Concentric 3t no disk 65 58 51 44 38 31 4t no disk 70 1 70 70 70 1 70 70 060140 2 Pipe or 3 -In. Concentric 3t one disk 11 6 NA NA NA NA 3t no disk 30 26 22 18 14 10 4t no disk 70 70 70 70 70 70 0240402 036040 . Pipe or 2-InConcentric 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 70 70 67 62 57 52 060120 2 Pipe or 3 -In. Concentric 3t no disk 1 53 46 40 33 26 20 4t no disk 1 70 70 70 70 70 70 060140 2 Pipe or 3 -In. Concentric 3t no disk 1 21 17 13 9 5 NA 4t no disk 1 69 64 59 54 49 44 See notes on page 7. • r� 0 MAXIMUM ALLOWABLE PIPE LENGTH (FT) Continued 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 1-1/2 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 no disk 42 35 29 22 15 9 4t no disk 70 70 1 70 70 70 70 060140 2 Pipe or 3 -In. Concentric 3t no disk 12 8 NA NA NA NA 4t no disk 42 37 32 27 22 17 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 3 -In. Concentric 3t no disk 31 24 18 11 NA NA 4t no disk 70 70 70 70 67 62 060140 2 Pipe or 3 -In. Concentric 4t no disk 17 12 7 NA NA NA 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 no disk 20 13 7 NA NA NA 4t no disk 61 56 51 46 41 36 060140 NA j 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 j 7 j 5 j NA j NA 3 59 54 49 .44 39 34 060120 2 Pipe or 3 -In. Concentric 3t no disk 10 NA NA NA NA NA 4t no disk 35 30 25 20 15 10 060140 NA 024040 036040 2 Pipe 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 40 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 1 49 44 39 34 29 060120 2 Pipe or 3 -In. Concentric 4t no disk 10 1 5 NA NA NA NA 060140 NA • Disk usage—Unless otherwise specified, use perforated disk assembly (factory -supplied in loose parts bag). If one disk is stated, separate 2 halves of perforated disk assembly and use shouldered disk half. When using shouldered disk half, install screen side toward inlet box. t Wide radius elbow. # Vent sizing for Canadian installations over 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: r 1. Do not use pipe size greater than those specified in table or incomplete combustion, flame 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. 6. Use 3 in. diameter vent termination kit for installations requiring 4 in. diameter pipe MAXIMUM ALLOWABLE EXPOSED VENT PIPE LENGTH (FT) WITH AND WITHOUT INSULATION IN WINTER DESIGN TEMPERATURE AMBIENT* UNIT SIZE WINTER DESIGN TEMPERATURE (°F) MAX PIPE DIAMETER (IN.) WITHOUT INSULATION WITH 3/8 -IN. OR THICKER INSULATIONt 20 1-1/2 51 70 024040 036040 0 1-1/2 28 70 —20 1-1/2 16 70 024060 20 2 65 70 036060 0 2 35 70 048060 _20 2 20 70 036080 20 2-1/2 70 70 048080 0 2-1/2 47 70 060080 —20 2-1/2 28 70 20 3 70 70 048100 060100 0 3 50 70 —20 3 28 70 20 4 70 70 060120 0 4 48 70 —20 4 23 70 20 4 70 70 060140 0 4 57 70 —20 4 30 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. �:M 0 • C] CONDENSATE TRAP BLOWER SHELF FURNACE DOOR CONDENSATE CONDENSATE TRAP FURNACE • TRAP (INSIDE) FURNACE DOOR FURNACE SIDE SIDE I 47/8 453/4 I 1 4 1 , 3/4 FIELD 26/4 11/2 FIELD DRAIN DRAIN ALTERNATE DRAIN CONN CONN TUBE LOCATION CONDENSATE TRAP SIDE VIEW FRONT VIEW END VIEW FRONT VIEW DRAIN TUBE LOCATION DOWNFLOW AND ALTERNATE HORIZONTAL UPFLOW APPLICATIONS EXTERNAL UPFLOW APPLICATIONS APPLICATIONS I • 0 SLOT FOR SCREW HORIZONTAL APPLICATION (OPTIONAL) 11/2 3/4 T i 13/4 WIRE TIE GUIDES (WHEN USED) 1/4 OD COLLECTOR BOX TO TRAP RELIEF PORT 1/z OD INDUCER HOUSING DRAIN CONNECTION 5/h OD COLLECTOR BOX DRAIN CONNECTION SCREW HOLE FOR UPFLOW OR DOWN - FLOW APPLICATIONS (OPTIONAL) 1/2 -IN. PVC OR CPVC --FRONT VIEW SIDE VIEW A93026 IDESIGN �ERIC9 Q, Q. EFFICIENCY RATING GAs CERTIFIEDb.. MEETS DOE RESIDENTIAL CONSERVATION SERVICES rs � = Gama PROGRAM STANDARDS. OCI Ok APPROVED RT F% 10 R Before purchasing this appliance, read important energy cost and efficiency information available 81 Cor o, C_j from your retailer. aloo BSI APPROVALS L Iso9001 As an ENERGY STARS"" Partner, Bryant Heating & Cooling EN 29001 Systems has determined that this product meets the ® � BS 5750PART 1 ENERGY STAR guidelines for energy efficiency. DO EPA E V�S g`� 1 e® ANSI/ASOC 091 09001 NI Z� CERTIFICATE NO. FM 29652 CERTIFICATION OF MANUFACTURING SITE CONCENTRIC VENT B IN. DIA PVC VENT/EXHAUST ----------------------- '- - - - - - - - - -I - - - - - - - - - - - - - - C IN. DIA 13/16 1 y2 D No B IN. DIA PVC INTAKE/COMBUSTION AIR DIMENSIONS (In.) ACCESSORIES A97110 PART NO. A* B C Dt E F KGAVT0501CVT 33-3/8 1 2 3-1/2 16-5/8 6-1/4 5-3/4 KGAVT0601CVT 38-7/8 1 3 4-1/2 1 21-1/8 7-3/8 6-1/2 * Dimension A will change accordingly as dimension D is lengthened or shortened. t Dimension D may be lengthened to 60 in. maximum. Dimension D may also be shortened by cutting the pipes provided in the kit to 12 in. minimum. LOCATING TAB ®—, SIDE FILTER RACK* �{3/9" 1/2 11� 1 '/ "" mP7 FABS23/,- zs 'ie' 1 /4" 23 '/8" 16 17'/8" OPENING 141/2"" OPENING I.. ACCESSORY DOWNFLOW SUBBASE LOCATING TAB TAB FACTORY -SUPPLIED a 3•:°'~'� FIELD -INSTALLED INSULATION A88207 Disassembled *Accepts one 16 x 25 x 1 in. filter. 1 1/4" TYP PLENUM OPENING A80199 Assembled A97427 FURNACE PLENUM OPENING* FLOOR OPENING HOLE NO. CASING FOR WIDTH WIDTH FURNACE IN DOWNFLOW APPLICATION A B C D ADJUSTMENT 17-1/2 Furnace with or without CD5 or CK5 Coil 15-1/8 19 16-3/4 20-3/8 3 Assembly or KCAKC Coil Box 21 Furnace with or without CD5 or CK5 Coil 18.5/8 19 20-1/4 20-3/8 2 Assembly or KCAKC Coil Box 24-1/2 Furnace with or without CD5 or CK5 Coil 22-1/8 19 23-3/4 20-3/8 1 Assembly or KCAKC Coil Box * The plenum should be constructed 1/4 in. smaller in width and depth than the plenum dimensions shown above. —10— • • C] r� • AIR DELIVERY—CFM (With Filter)* ■ 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 return -air supply. —11— RETURN -AIR EXTERNAL STATIC PRESSURE (In. wc) 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 UNIT SIZE SUPPLY SPEED 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 High 1470 1415 1400 1285 1215 1120 995 890 036040 or Med-High 1315 1280 1235 1180 1115 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 1005 945 900 805 730 610 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 1200 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 side High 1700 1695 1640 1580 1545 1450 1380 1310 048060 orMed-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 High 1535 1470 1405 1330 1245 1160 1065 935 036080 orMed-High 1395 1350 1300 1225 1155 1080 985 880 bottom Med-Low 1200 1175 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 1170 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 High 2360 2280 2210 2130 2035 1960 1875 1790 1 side and Med-High 1965 1925 1870 1830 1760 1710 1670 1575 bottom 1side 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 1690 1660 1630 1575 1520 1460 1370 060100 Low 1490 1480 1460 1440 1380 1340 1295 1230 both sides or High 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 2050 1965 1875 1 side and Med-High 2040 2000 1950 1905 1835 1790 1725 1650 bottom High 2285 22,10'161 02140,1 2065 1990 1910 1830 1745 bottom only Med-High 2020^•• 1970++� 1920 870 1805 1730 1660 1590 Med-Low 16751;;" 650'03 16201 1590 1560 1510 1450 1390 060140 Low 1460 1445h '�" 4301 A V400 1370 1320 1275 1230 both sides r 231 0-1�j LE 2255eft ! 12120 .1 2045 195 180 1800 1 side and M dl High 1975'0#0 '1945 1900 1860 1835 1775 1720 1640 bottom ■ 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 return -air supply. —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. 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. CALL FOR FREE CATALOG 1-800-962-9212 [ ] Packaged Service Training [ ] Classroom Service Training A9 MR ART HEATING & AIR CONDMONING 1401 ALMOND ST., CHICO, CA 95926 PH: 895-1420 LIC. 1(0.335302 I 1 eating & Coding systems O 1997 Bryant Heating & Cooling Systems, 7310 W. Morris St., Indianapolis, IN 46231 A94328 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS Cancels: PDS 350M.40.68 —12— PRINTED IN U.S.A. Catalog No. 5235-000 10.97 0 • • I Ileatirig& Cooling systems ELECTRIC AIR CONDITIONER 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 StarsM 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 adjacent patio areas and foliage. Heat pump style base pan for easy removal of water, dirt, and leaves. ELECTRICAL RANGE—All units are offered in single phase 208/230v. The 036 through 060 sizes are offered in 208/230v 3 phase. WIDE RANGE OF SIZES—Available in 6 nominal sizes from 024 through 060 to meet the needs of residential and light com- mercial applications. 563C (60 Hz) Sizes 024 thru 060 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. COMPRESSOR PROTECTION—Includes a suction tube accu- mulator on 048 and 060 sizes that reduces the amount of liquid refrigerant reaching the compressor. All compressors are pro- tected by internal temperature and current sensitive overloads. An internal pressure relief is provided for high-pressure protec- tion to the refrigerant system. LIMITED WARRANTY—Standard 1 -year warranty on all parts. Additional 4 -year warranty on compressor. W�� WICT HEATING & AIR CONDITIONING 1407 ALMOND -ST., CHICO, CA 95926 PH. 595-1420 61C. KO. 335302 Form No. PDS 563C.24.4 DIMENSIONS 30' SO AIR DISCHARGE M � AI� N AIR DISCHARGE I FIELD POWER SUPPLY CONN O O 7/8 -IN. DIA HOLE WITH ® 1 1/6 -IN. DIA KNOCKOUT N AND 1 %-IN. DIA KNOCKOUT 20' Q 271/16" AIR FIELD CONTROL SUPPLY AIR IN Q 29 9/16• CONN 7/8 -IN. DIA HOLE %-IN. DIA Q B TIEDOWN KNOCKOUTS ® 3/8 -IN. DIA LIQUID (2) PLACES IN LINE CONN BASEPAN ® 00 pU10 0 111�1 I I t AIR DISCHARGE I` / a 27/81 C 61/2 IFF AIRIN I, 94 231/2. D DIA VAPOR LINE CONN 1 1/4 271/4' 293/4' 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, and 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 9. A97076 • 7 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 A. D 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 x^'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 39-15/16 3-1/4 7/8 15-1/2 14-3/4 15 1 30 x 30 ® -2- �m • F_ 1 RECOMMENDED TUBE DIAMETERS For tube sets between 50 and 175 ft, consult Residential's Split System Long -Line Application Guideline. CHECK-FLO-RATERO PISTON CHART UNIT SIZE -SERIES LIQUID TUBE DIAMETER (IN.) VAPOR TUBE DIAMETER (IN.) UNIT SIZE 0 to 50 Ft Tube Length Long -Line Applications* 0 to 50 Ft' Long -Line Applications' Tube Length .,(Maximum Diameter) 024 3/8 3/8 5/8 3/4 030,036 3/4 7/8 042,048 7/8 1-1/8 060 1-1/8 1-1/8 For tube sets between 50 and 175 ft, consult Residential's Split System Long -Line Application Guideline. CHECK-FLO-RATERO 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 ('F). 024-B 13 ' 030-8 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 t Cor oreboo ppb ME ppt APPROVALS ISO 9001 US L %U. mous EN 29001U�����BS 5750 PART 1 C Asan ENERGY STARS1° 95b ANSI/ASOC 091 CERTIFICATION APPLIES Partner, Bryant Heating & 9001 NPZ CERTIFICATE N0. 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* -3- SPECIFICATIONS UNIT SIZE -SERIES 024-B 030-B 036 -A/C 036-A/C/D 042 -A/C 042-A/C/D Operating Weight (Lb) ELECTRICAL 1 147 1 173/169 173/169/173 1 186/180 1 186/180/186 Unit Volts—Hertz—Phase 208/230-60-1 208/230-60-3 1 208/230-60-1 208/230-60-3 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 70170 47/39/47 Max Branch Circuit Fuse Size" COMPRESSOR AND REFRIGERANT 25 30 30 20 40 25 Scroll Manufacturer Copeland Millennium/ Copeland Co eland/ Millennium/ i Milleum Millennium/ Copeland Millennium/ Copeland/ Millennium Temperature and Current Protection Internal Line Break Refrigerant—Type R-22 Amount (Lb)tt CONDENSER COILAND FAN 1 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 25-1-4/ 25-1-3 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 1 1800 2500 3300/2800 3300 3300/2800 3300 Coastal Filter KAACF0401MED KAACF0501LRG Time -Delay Relay KAATD0101TDR Cycle Protector KSACY0101 AAA Standard/ KSACY0101AAA KSACY0101 AAAKSACY0101AAA Standard/ KSACY0101AAA Crankcase Heater KAACH1201AAA Start Assist—Capacitor/Relay Typett KSAHS1501AAA N/A KSAHS1501AAA N/A Start Assist—PTC Type KAACS0201 PTC N/A KAACS0201 PTC N/A Sound Hood KSASH1801COP KSASH0601COP 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) MotorMaster@ Control— 32LT660004 (RCD) Ball Bearing Fan Motor HC38GE230 (RCD) HC40GE230(RCD)/ HC38GE230(RCD) HC40GE230(RCD/ HC38GE230(RCD)/ HC40GE230(RCD) jHC40GE230(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, °F, 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. -4- • • r1 • • SPECIFICATIONS Continued UNIT SIZE -SERIES 048 -A/C 048-C 060 -A/C 060-C Operating Weight (Lb) ELECTRICAL 231/237 1 260/264 264 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 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 COILAND FAN 10.45 12.88 Coil Face Area (Sq Ft) 18.7 22.4 Fins per In.—Rows—Circuits 20-2-5 23-2-6 Fan Motor (PSC)—HP and RPM 1/4 and 1125/ 1/5 and 825 1/4 and 1125 1 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/KSACY0101AAA KSACY0101AAA I Standard/KSACY0101AAA KSACY0101AAA Crankcase Heater Standard Start Assist—Capacitor/Relay Type$$ KSAHS1601AAA N/A KSAHS1601AAA N/A Start Assist—PTC Type Standard/KAACS0201AAA N/A Standard/KAACS0201AAA N/A Sound Hood KSASH2101COP TXV (RPB) KAATX0601RP6 I KAATX0701RPB TXV (Hard Shutoff) KSATX0701 HSO Low -Pressure Switch KAALP0101 LPS High -Pressure Switch KSAH10101HPS Filter Drier P502 -8163S (RCD) Evaporator Freeze Thermostat KAAFT0101 AAA Liquid -Line Solenoid Valve KAALS0101 LLS Winter Start Control KAAWS0101AAA Low -Ambient Pressure Switch KSALA0201 R22 Low -Ambient Controller P251-0083 (RCD) MotorMasterO Control""" 32LT660004 (RCD) Ball Bearing Fan Motor HC40GE230 (RCD) Thermostat—Auto Changeover, Non -Programmable, °F/°C, 1 -Stage Heat, 1 -Stage Cool TSTATBHNAC01-A Thermostat—Auto Changeover, 7 -Day Programmable, °F/°C, 1 -Stage Heat, 1 -Stage Cool TSTATBHPAC01-A ThermidistatM Control— Programmable Thermostat with Humidity Control TSTATBHPRH01-A Thermostat—Manual Changeover, Non -Programmable, °F, 1 -Stage Heat, 1 -Stage Cool HH07AT212 Outdoor Air Temperature Sensor TSTATXXSEN01 Backplate for Non -Programmable Thermostat TSTATXXNBP01 Backplate for Programmable Thermostat TSTATXXPBP01 Thermostat Conversion Kit (4 to 5 wire) —10 Pack TSTATXXCNV10 " Permissible limits of the voltage range at which unit will operate satisfactorily. Operation outside these limits may result in unit failure. t If wire is applied at ambient greater than 30°C (860F), consult Table 310-16 of the NEC (ANSI/NFPA 70). The ampacity of nonmetallic -sheathed cable (NM), trade name ROMEX, shall be that of 60°C (140°F) conductors, per the NEC (ANSI/NFPA 70) Article 336-30. $ Length shown is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2%. "" Time -delay fuse or circuit breaker. tt Charge quantity is for 15 ft of interconnecting tubing. For tubing lengths longer than 15 ft, add 0.6 oz. of refrigerant per ft of tube length in excess of 15 ft. $$ 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 (40.6°C). 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. 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 F 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 (40.6°C). 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. 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. • 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 valve. 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. MotorMastere 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 ± 10°F. SUGGESTED USE: Cooling operation at outdoor temperatures below 55°F. All commercial installations. 15. Outdoor Air Temperature 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. • 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— COMBINATION RATINGS See notes on page 14. • • • SEER FACTORY- BRYANT GAS UNIT INDOOR TOT. CAP. SUPPLIED ENHANCE- STANDARD FURNACE OR ACCESSORY ACCESSORY TXVt LLS SIZE -SERIES MODEL BTUH MENT RATING TDRt EER CC5A/CD5A/CD5BA024" 23,000 NONE - 12.00 12.00 12.00 10.80 CC5A/CD5A/CD5BA030 23,400 NONE - 12.10 12.10 12.10 10.90 CC5A/CD5A/CD5BW024 23,000 NONE - 12.00 12.00 12.00 10.80 CC5A/CD5A/CD5BW030 23,400 NONE - 12.10 12.10 12.10 10.90 CD3(A,B)A024 23,000 NONE - 12.00 12.00 12.00 10.80 CD3(A,B)A030 23,400 NONE - 12.10 12.10 12.10 10.90 CE3AA024 23,400 NONE - 12.00 12.00 12.00 10.90 CE3AA030 23,600 NONE - 12.10 12.10 12.10 11.00 CF5AA024 23,400 NONE - 12.00 12.00 12.00 10.90 CG5AA024 23,400 TXV - 12.00 - 12.00 10.90 CJ5A/CK5A/CK5BA024 23,000 NONE - 12.00 12.00 12.00 10.80 CJ5A/CK5A/CK5BA030 23,400 NONE - 12.10 12.10 12.10 10.95 CJ5A/CK5A/CK5BW024 23,000 NONE - 12.00 12.00 12.00 10.80 CJ5A/CK5A/CK5BW030 23,400 NONE - 12.10 12.10 12.10 10.95 CK3BA024 23,000 NONE - 12.00 12.00 12.00 10.80 CK3BA030 23,400 NONE - 12.10 12.10 12.10 10.95 CM5A/CM5B024 23,400 NONE - 12.00 12.00 12.00 11.10 F(A,B)4AN(F,C)024 23,200 TDR 12.00 - 12.00 - 10.90 F(A,6)4AN(F,C)030 23,600 TDR 12.20 - 12.20 - 11.15 FC4BNF024 23,200 TDR & TXV 12.00 - - - 10.90 FC4BNF030 23,600 TDR & TXV 12.20 - - - 11.15 FC4BNF033 24,000 TDR & TXV 12.40 - - - 11.35 FWANA024 23,200 NONE - 12.00 12.00 12.00 11.00 FD3ANA030 23,800 NONE - 12.20 12.20 12.20 11.05 FF1(A,B,C)NA024 23,200 TDR 12.00 - 12.00 - 10.80 FF1(A,B,C)NA030 23,400 TDR 12.20 - 12.20 - 11.05 FG3AAA024 23,000 NONE - 11.80 11.80 11.80 10.65 FK4CNF001 23,800 TDR & TXV 13.00 - - - 12.30 FK4CNF002 23,800 TDR & TXV 13.50 - - - 12.40 FK4CNF003 23,800 TDR & TXV 14.00 - - - 12.70 COILS + 333(B,J)AV036060 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA024 23,200 TDR 13.00 - 13.00 - 11.75 CC5A/CD5A/CD5BA030 23,400 TDR 13.00 - 13.00 - 11.95 CC5A/CD5A/CD5BW024 23,200 TDR 13.00 - 13.00 - 11.75 CC5A/CD5A/CD5BW030 23,400 TDR 13.00 - 13.00 - 11.95 CD3(A,B)A024 23,200 TDR 13.00 - 13.00 - 11.75 CD3(A,B)A030 23,400 TDR 13.00 - 13.00 - 11.95 CE3AA024 23,400 TDR 13.00 - 13.00 - 11.80 024-B CE3AA030 23,600 TDR 13.00 - 13.00 - 12.05 CJ5A/CK5A/CK5BA024 23,200 TDR 13.00 - 13.00 - 11.85 CJ5A/CK5A/CK5BA030 23,200 TDR 13.00 - 13.00 - 12.10 CJ5A/CK5A/CK5BW030 23,200 TDR 13.00 - 13.00 - 12.10 CK3BA024 23,200 TDR 13.00 - 13.00 - 11.85 CK3BA030 23,200 TDR 13.00 - 13.00 - 12.10 COILS + 355MAV042040 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA024 23,200 TDR 13.00 - 13.00 - 11.65 CC5A/CD5A/CD5BA030 23,400 TDR 13.00 - 13.00 - 11.95 CC5A/CD5A/CD5BW024 23,200 TDR 13.00 - 13.00 - 11.65 CC5A/CD5A/CD5BW030 23,400 TDR 13.00 - 13.00 - 11.95 CD3(A,B)A024 23,200 TDR 13.00 - 13.00 - 11.65 CD3(A,B)A030 23,400 TDR 13.00 - 13.00 - 11.95 CJ5A/CK5A/CK5BW030 23,400 TDR 13.00 - 13.00 - 11.95 CK3BA024 23,200 TDR 13.00 - 13.00 - 11.65 CK3BA030 23,400 TDR 13.00 - 13.00 - 11.95 COILS + 355MAV042060 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA024 23,200 TDR 13.00 - 13.00 - 11.65 CC5A/CD5A/CD5BA030 23,400 TDR 13.00 - 13.00 - 11.95 CC5A/CD5A/CD5BW024 23,200 TDR 13.00 - 13.00 - 11.65 CC5A/CD5A/CD5BW030 23,400 TDR 13.00 - 13.00 - 11.95 CD3(A,B)A024 23,200 TDR 13.00 - 13.00 - 11.65 CD3(A,B)A030 23,400 TDR 13.00 - 13.00 - 11.95 CJ5A/CK5A/CK5BW024 23,200 TDR 13.00 - 13.00 - 11.65 CJ5A/CK5A/CK5BW030 23,400 TDR 13.00 - 13.00 - 11.95 CK3BA024 23,200 TDR 13.00 - 13.00 - 11.65 CK3BA030 23,400 TDR 13.00 - 13.00 - 11.95 COILS + 355MAV042080 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BA024 23,200 TDR 13.00 - 13.00 - 11.65 CC5A/CD5A/CD5BA030 23,400 TDR 13.00 - 13.00 - 11.95 CC5A/CD5A/CD5BW024 23,200 TDR 13.00 - 13.00 - 11.65 CC5A/CD5A/CD5BW030 23,400 TDR 13.00 - 13.00 - 11.95 CD3(A,B)A024 23,200 TDR 13.00 - 13.00 - 11.65 CD3(A,B)A030 23,400 TDR 13.00 - 13.00 - 11.95 CJ5A/CK5A/CK5BW024 23,200 TDR 13.00 - 13.00 - 11.95 CJ5A/CK5A/CK5BW030 23,400 TDR 13.00 - 13.00 - 12.15 CK3BA024 23,200 TDR 13.00 - 13.00 - 11.95 CK3BA030 23,400 TDR 13.00 - 13.00 - 12.15 CC5A/CD5A/CD5BA030- 29,000 NONE - 12.00 12.00 12.00 10.70 CC5A/CD5A/CD5BA036 29,600 NONE - 12.20 12.20 12.20 11.15 030-B CC5A/CD5A/CD5BW030 29,000 NONE - 12.00 12.00 12.00 10.70 CD3(A,B)A030 29,000 NONE - 12.00 12.00 12.00 10.70 CD3(A,B)A036 29,600 NONE - 12.20 12.20 12.20 11.15 CD5A/C05BW036 29,600 NONE - 12.20 12.20 12.20 11.15 See notes on page 14. • • • is • • t COMBINATION RATINGS Continued See notes on page 14. SEER UNIT INDOOR TOT. CAP. FACTORY- SUPPLIED ENHANCE- STANDARD BRYANT GAS FURNACE OR ACCESSORY 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 CK36A030 29,000 NONE - 12.00 12.00 12.00 10.75 CK3BA036 29,600 NONE - 12.20 12.20 12.20 11.15 CIAWCM513036 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 FC413NF033 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/CD56A036 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 - 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/CD56W036 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 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/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 o 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. COMBINATION RATINGS Continued See notes on page 14. -10- • • Cl 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 + 355MAV060080 VARIABLE -SPEED 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-B COILS + 355MAV060100 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BW030 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 CK36A036 29,600 TDR 13.00 - 13.00 - 12.20 COILS + 355MAV060120 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BW036 29,600 TDR 13.00 - 13.00 - 12.15 CK36A030 29,000 TDR 13.00 - 13.00 - 11.55 CK3BA036 29,600 TDR 13.00 - 13.00 - 12.15 CC5A/CD5A/CD5BA036' 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/CD5BW042 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 CK313A042 35,000 NONE - 12.00 12.00 12.00 10.60 CM5A/CM56036 34,600 NONE - 12.00 12.00 12.00 10.60 C105A/CM513042 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,C)042 35,400 TDR 12.00 - 12.00 - 10.55 FC4BN(F,B)042 35,400 TDR & TXV 12.00 - - - 10.55 FC4BNB054 36,000 TDR & TXV 13.00 - - - 11.30 FC4BNF033 35,400 TDR & TXV 12.00 - - - 10.50 FC413NF036 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 FK4CNB006 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 - - - 12.00 036-A, C, D COILS + 333(B,J)AV036060 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/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 COILS + 333(B,J)AV048080 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 CK36A036 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/CD5BW042 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- • • Cl r� • COMBINATION RATINGS 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 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 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 COILS + 333(B,J)AV060120 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/CD5BW042 35,000 TDR 13.00 - 13.00 - 11.20 CD3(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 35,000 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 + 355MAV042040 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 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 - 11.25 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 COILS + 355MAV042060 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 CD3(A,B)A036 35,000 TDR 12.80 - 12.80 - 11.15 036 A, C, D 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/CK5BA036 35,000 TDR 12.50 - 12.50 - 11.15 CJ5A/CK5A/CK5BN042 34,000 TDR 12.80 - 12.80 - 11.25 CK3BA036 35,000 TDR 12.50 - 12.50 - 11.15 CK3BA042 35,000 TDR 12.80 - 12.80 - 11.25 COILS + 355MAV042080 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 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 - 11.30 CK3BA036 35,000 TDR 12.50 - 12.50 - 11.30 CK3BA042 35,000 TDR 12.80 - 12.80 - 11.35 COILS + 355MAV060080 VARIABLE -SPEED 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 COILS + 355MAV060100 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 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 COILS + 355MAV060120 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 CC5A/CD5A/CD5BA042' 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/CD5A/CD5BW042 40,000 NONE - 12.00 12.00 12.00 10.50 042-A, C, D CC5A/CD5A/CD5BW048 40,500 NONE - 12.00 12.00 12.00 10.60 CD3(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 1 12.00 1 12.00 1 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 FC46NF038 41,000 TOR &TXV 12.00 - - - 10.85 FG3AAA048 40,500 NONE - 12.00 12.00 12.00 10.60 FK4CN6006 42,000 TDR & TXV 14.00 - - - 12.20 FK4CNF003 41,000 TDR & TXV 12.50 - - - 11.30 FK4CNF005 41,500 TOR &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/CD56A042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD5BW042 40,000 TDR 12.50 - 12.50 - 11.15 CC5A/CD5A/CD56W048 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 + 355MAV042080 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 + 355MAV060080 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA048 40,500 TDR 12.30 1 -12.30 - 10.75 CK3BA048 40,500 TDR 12.30 - 12.30 - 10.75 COILS + 355MAV060100 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 See notes on page 14. -12- • • • • COMBINATION RATINGS Continued See notes on page 14. -13- 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 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 40,500 TDR 12.50 - 12.50 - -11.10 CK3BA042 40,000 TDR 12.40 - 12.40 - 10.90 042-A, C, D CK36A048 40,500 TDR 12.50 - 1 12.50 - 11.10 COILS + 355MAV060120 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA042 40,000 TDR 12.50 - 12.50 - 11.00 CJ5A/CK5A/CK5BW048 40,500 TDR 13.00 - 13.00 - 11.50 CK3BA042 40,000 TDR 12.50 - 12.50 - 11.00 CC5A/CD5A/CD5BA060 47,500 NONE - 12.10 12.10 , 12.10 10.55 CC5A/CD5A/CD56C048 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/CD5A/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 10.65 CE3AA060 47,500 NONE - 12.10 12.10 12.10 10.90 CF5AA048 47,000 NONE - 12.00 12.00 12.00 10.60 CG5AA048 47,000 TXV - 12.00 - 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/CK5A/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 CK3BA048 47,000 NONE - 12.00 12.00 12.00 10.45 CK3BA060 47,500 NONE - 12.10 12.10 12.10 10.85 CM5A/CM56048 46,500 NONE - 12.00 .12.00 12.00 10.55 F(A,B)4AN(FB)048 47,000 TDR 12.00 - 12.00 - 10.50 F(A,B 4AN F,B)060 47,500 TDR 12.10 - 12.10 - 10.60 FC4BN(F,B)048 47,000 TDR & TXV 12.00 - - - 10.50 FC4BN(F,B)060 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 FG3AAA060 48,000 NONE - 12.20 12.20 12.20 10.75 FK4CNB006 48,000 TDR & TXV 14.00 - - - 11.90 FK4CNF005 47,000 TDR & TXV 13.50 - I - I - 11.55 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE' CC5A/CD5A/CD5BW060 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 COILS + 333(B,J)AV060100 VARIABLE -SPEED FURNACE 048-A, C CC5A/CD5A/CD5BW060 47,000 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/CK5BX060 48,000 TDR 13.00 - 13.00 - 11.60 CK3BA048 47,000 TDR 12.50 - 12.50 - 11.10 CK3BA060 47,500 TDR 12.50 - 12.50 - 11.35 COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BW060 47,000 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 - 11.25 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 COILS + 355MAV042080 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA048 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 + 355MAV060080 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 - 12.00 - 10.70 CJ5A/CK5A/CK5BN060 47,500 TDR 12.00 - 12.00 - 10.70 CJ5A/CK5A/CK5BX060 48,000 TDR 12.50 - 12.50 - 10.95 CK3BA048 47,000 TDR 12.00 - 12.00 - 10.50 CK3BA060 47,500 TDR 12.00 - 12.00 - 10.70 COILS + 355MAV060100 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 - 10.80 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. -13- COMBINATION RATINGS Continued 0 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- (SEERI FACTORY- BRYANT GAS, _ UNIT �J _ r INDOOR TOT. CAP. SUPPLIED ENHANCE- STANDARD, FURNACE OR ;ACCESSORY ACCESSORY TX_ LLS I SIZE -SERIES J l MODEL BTUH MENT RATING __TDRt. EER COILS + 355MAV060120 VARIABLE -SPEED FURNACE 048 A, C CC5A/CD5A/CD5BW060 47,000 TDR 13.00 - 13.00 - 11.25 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 i-'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,B)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 C060 -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 COILS + 333(B,J)AV060100 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA060 56,000 TDR12.20 - 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 COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA060 56,000 TDR12.20 - 12.20 - 10.65 CJ5A/CK5A/CK5BX060 58,000 TDR 12.50 - 1 12.50 - 11.00 CK3BA060 56,000 TDR 12.20 - 12.20 - 10.65 0 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 System Kw" Capacity . MBtuht Total Sens$ Section• Total System Kw** Capacity MBtuht Total System Kw** Capacity MBtuht Total System Capacity MBtuht Total System Kw** Total I Sens$ 563CO24-BOutdoor Total Sens$ Total 1 Sens$ •••Section Kw** Total 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 1.00 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/CK5BW 030 1.01 0.91 030 1.02 1.00 CK313A 024 1.01 0.92 CD3(A,B)A 024 1.00 1.00. 030 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 CK3BA 024 1.00 1.00 030 1.02 0.94 030 1 1.02 1.00 COILS + 355MAV042060 VARIABLE -SPEED FURNACE CM5A/CM56 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 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 CK3BA 024 1.01 0.94 030 1.02 1.01 030 1.02 0.94 FG3AAA 024 1.00 1.00 COILS + 355MAV042080 VARIABLE -SPEED FURNACE 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(B,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 1 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 1 115 125 CFM 875 EWB 72 67 62 57 Capacity MBtuht Total System Kw" 2.41 2.39 2.37 2.36 Capacity MBtuht Total System Kw* - 2.65 2.62 2.61 2.60 Capacity MBtuht Total System Kw" 2.91 2.88 2.87 2.86 Capacity MBtuht Total System Kw" Section 3.21 3.18 3.15 3.16 Capacity MBtuht Total System Kw" 3.54 3.52 3.47 3.50 7 Total 32.3 11 29.5 26.9 25.5 Sens$ 563CO30-BOutdoor 15.8 19.8 23.8 25.5 Total 31.2 28.5 25.9 24.7 Sens$ Section1 15.4 19.4 23.3 24.7 Total 30.0 27.4 24.9 23.9 I Sens$ 14.9 18.9 22.8 23.9 Total Sens$ 1 Indoor 28.8 14.5 26.2 18.5 23.8 22.3 23.1 23.1 Total 27.5 25.1 22.8 22.3 Sens $ 14.0 18.0 21.7 22.3 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 1 16.2 21.2 25.4 25.6 3.01 2.99 2.96 2.96 1 29.6 27.0 24.7 24.7 15.7 20.7 24.7 1 24.7 3.31 3.28 3.26 3.26 28.3 25.7 23.8 23.8 15.2 20.2 23.8 1 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 Cooling Capacity F Power CC5A/CD5A/CD5BA 030 1.00 1.00 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE 036 1.02 1.00 CC5A/CD5A/CD5BA 030 1.00 0.94 CC5A/CD5A/CD5BW 030 1.00 1.00 036 1.02 0.93 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 1.00 0.94 CD5A/CD5BW 036 1.02 1.00 036 1.02 0.93 CE3AA 030 1.00 1.00 CD5A/CD5BW 036 1 1.02 0.93 036 1.02 1.00 CE3AA 030 1.00 0.94 CF5AA 036 1.02 1.00 036 1.02 0.94 CG5AA 036 1.02 1.00 CJ5A/CK5A/CK5BW 030 1.00 0.93 CJ5A/CK5A/CK5BA 030 1.00 1.00 036 1.02 0.91 036 1.02 1.00 CK3BA 030 1.00 1 0.93 CJ5A/CK5A/CK5BN 036 0.95 1.00 i 036 1.02 1 0.91 CJ5A/CK5A/CK5BW 030 1.00 1.00 COILS + 355MAV042040 VARIABLE -SPEED FURNACE 036 1 1.02 1.00 CC5A/CD5A/CD5BA 030 1.00 0.96 CK313A 030 1.00 1.00 036 1.02 0.95 036 1.02 1.00 CC5A/CD5A/CD5BW 030 1.00 0.96 CM5A/CM5B 036 1.02 0.99 CD3(A,B)A 030 1.00 0.96 F(A,B)4AN(F,C) 030 1.01 0.99 036 1.02 0.95 036 1.02 1.01 CD5A/CD5BW 036 1.02 0.95 FC4BNF 030 1.01 0.99 CJ5A/CK5A/CK5BW 030 1.00 1 0.97 033 1.03 0.99 036 1.02 0.95 036 1.02 1.01 CK3BA 030 1.00 0.97 FD3ANA 030 1.01 1.01 036 1.02 0.95 FF1(A,B,C)NA 030 1.00 1.00 COILS + 355MAV042060 VARIABLE -SPEED FURNACE 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 COILS + 333(B,J)AV036060 VARIABLE -SPEED FURNACE CD5A/CD5BW 036 1.02 0.95 CC5A/CD5A/CD5BA 030 1.00 0.94 CJ5A/CK5A/CK5BA 036 1.02 0.95 036 1.02 0.93 CJ5A/CK5A/CK5BW 1 030 1.00 0.96 CC5A/CD5A/CD5BW 030 1.00 0.94 CK36A 030 1 036 1.00 1.02 0.96 0.95 CD3(A,B)A 030 1.00 0.94 036 1.02 0.93 COILS + 355MAV042080 VARIABLE -SPEED FURNACE , 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 1 030 036 1.00 1.02 0.96 0.94 CK3BA 030 1.00 0.94 036 1.02 0.92 CK313A 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 . 105 115 125 Capacity Total Capacity Total Capacity Total Capacity Total Capacity Total MBtuht System MBtuht System MBtuht System MBtuht System MBtuht System Total I Sens$ Total Sens$ Total I Sens$ Total Sens$ CFM EWB Kw' Kw" Kw** Kw** Total • Sens$ Kw" 563CO30-BOutdoor SectionA1 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 1125 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 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 Unit Cooling Indoor Unit Cooling Capacity Power Capacity Power Section Size Section Size COILS + 355MAV060080 VARIABLE -SPEED FURNACE CK3BA 030 1.00 0.94 CJ5A/CK5A/CK5BW 030 1.00 0.97 036 1.02 0.93 036 1.02 0.95 COILS + 355MAV060120 VARIABLE -SPEED FURNACE CK36A 030 1.00 0.97 CJ5A/CK5A/CK5BW 036 1.02 0.93 036 1.02 0.95 CK313A 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 1050 EWB 72 67 62 57 Capacity MBtuht Total System Kw-- 2.89 2.86 2.83 2.82 Capacity MBtuht Total System Kw" With 3.18 3.15 3.12 3.11 Capacity MBtuht Total System Kw** 3.48 3.45 3.42 3.41 Capacity MBtuht Total System Kw*' 3.83 3.79 3.75 3.74 Capacity MBtuht Total System Kw" 4.21 4.15 4.10 4.11 Total 563CO36-A,Outdoor 39.0 35.7 32.7 31.3 Sens# 19.3 24.5 29.5 31.3 Total Sens# Secti•n 37.6 18.8 34.4 24.0 31.4 28.9 30.4 30.4 Total CC5A/CD5A/CD5BA036 35.9 32.9 30.1 29.3 Sens# 18.2 23.4 28.2 29.3 Total 34.3 31.4 28.7 28.2 Sens# IndoorSection 17.6 22.7 27.5 28.2 Total 32.6 29.8 27.3 27.0 Sens$ 17.0 22.1 26.7 27.0 1200 72 67 62 57 39.7 36.4 33.3 32.5 20.2 26.0 31.5 1 32.5 2.95 2.92 2.89 2.89 38.2 35.0 32.1 1 31.5 19.7 25.5 30.8 31.5 3.24 3.21 3.19 1 3.18 36.5 33.5 30.7 30.4 19.0 24.9 30.0 1 30.4 3.55 3.52 3.49 3.48 1 34.8 31.9 29.3 29.2 18.5 24.2 29.1 29.2 3.90 3.85 3.82 1 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 .9 .9 131.3 .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 Cooling Capacity Power CC5A/CD5A/CD5BA 036 1.00 1.00 CJ5A/CK5A/CK5BN 036 0.94 0.96 042 1.00 1.00 CK313A 036 1.00 0.95 CC5A/CD5A/CD5BW 042 1.00 1.00 042 1.00 0.94 CD3(A,B)A 036 1.00 1.00 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE 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 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/CK5BW 036 1.00 0.94 CJ5A/CK5A/CK5BW 036 1.00 1.00 CK313A 036 042 1.00 1.00 0.94 0.93 CK36A 036 1.00 1.00 042 1.00 1.00 COILS + 333(B,J)AV060100 VARIABLE -SPEED FURNACE 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,B)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 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 CK36A 036 042 1.00 1.00 0.92 0.92 FK4CNF 001 0.98 0.95 002 0.99 0.96 COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE 003 1.00 0.92 CC5A/CD5A/CD5BA 036 1.00 0.95 005 1.02 0.92 042 1.00 0.94 COILS +'333(B,J)AV036060 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BW 042 1.00 0.94 CC5A/CD5A/CD5BA 036 042 1.00 1.00 0.95 0.94 CD3(A,B)A 036 1.00 0.95 042 1.00 0.94 CC5A/CD5A/CD5BW 042 1.00 0.94 C05A/CD5BW 036 1.00 0.95 CD3(A,B)A 036 042 1.00 1.00 0.95 0.94 CE3AA 036 1.00 0.95 042 1.00 0.95 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 CK313A 042 1.00 0.92 CJ5A/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 95 105 115 125 Capacity Total Capacity Total Capacity Total Capacity Total Capacity Total MBtuht System MBtuht System MBtuht System MBtuht System MBtuht System Total I Sens$ Total Sens$ Total Sens$ Total Sens$ Total I Sens$ CFM EWB Kw-- Kw.* Kw*' Kw** Kw" 563CO36-A,Outdoor SectionA1 •••r Section Continued 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 29.3 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 18.7 4.34 1350 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 25.0 4.27 62 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 28.7 4.25 57 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 4.26 Multipliers for Determining the Performance With Other Indoor Sections Indoor Unit Cooling Indoor Unit Cooling Section Size Capacity I Power Section Size Capacity Power COILS + 355MAV042040 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 CK36A 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 COILS + 355MAV060080 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BW 036 1.00 0.94 CJ5A/CK5A/CK5BA 042 1.00 0.94 CK313A 036 1.00 0.94 CJ5A/CK5A/CK5BW 036 1.00 0.94 042 1 1.00 0.93 CK36A 036 1.00 0.94 COILS + 355MAV042060 VARIABLE -SPEED FURNACE 042 1.00 0.94 CC5A/CD5A/CD5BA 036 1.00 0.94 COILS + 355MAV060100 VARIABLE -SPEED FURNACE 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 CK3BA 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 + 355MAV042080 VARIABLE -SPEED FURNACE 042 1.00 0.92 CC5A/CD5A/CD5BA 036 1.00 0.94 COILS + 355MAV060120 VARIABLE -SPEED FURNACE 042 1.00 0.93 CJ5A/CK5A/CK5BA 042 1.00 0.92 CC5A/CD5A/CD5BW 042 1.00 0.93 CJ5A/CK5A/CK5BW 036 1.00 0.93 See notes on page 23. 19- 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 System Kw" Capacity Total MBtuht System Total Sens$ Kw" Indoor Section Capacity MBtuht Total System Kw** Total 563CO42-A, Sens$ Total Sens$ Outdoor Section Total CC5A/CD5A/CD5BA042 Sens$ 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 3.38 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 Cooling Capacity 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 1.00 1.00 CK3BA 042 1.00 0.95 048 1.01 1.00 1 048 1 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/CD5A/CD5BA 042 1.00 0.95 CD5A/CD5BA 048 1.01 1.00 CC5A/CD5A/CD5BW 042 1.00 0.95 CE3AA 042 1.00 1.00 048 1.01 0.94 048 1.01 1.00 CD3(A,B)A 042 1.00 0.95 CF5AA 048 1.01 1.00 048 1.01 0.94 CG5AA 048 1.01 1.00 CD5A/CD5BA 048 1.01 0.94 CJ5A/CK5A/CK5BA 042 1.00 1.00 CE3AA 042 1.00 0.95 048 1.01 1.00 048 1.01 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 CK36A 1 042 1 1.00 1 0.93 CK3BA 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 1.00 0.99 CC5A/CD5A/CD5BW 042 1.00 0.95 048 1.01 1.00 048 1.01 0.94 F(A,B)4AN(F,B,C) 042 1.00 1.01 CD3(A,B)A 042 1.00 0.95 048 1.01 1.02 048 1.01 0.94 FC4BN(F,B) 042 1.00 1.01 CD5A/CD5BA 048 1.01 0.94 048 1.01 1.02 CE3AA 042 1.00 0.95 FC4BNB 054 1.05 1.00 048 1.01 0.95 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 1 042 1.00 0.93 FK4CNF 003 1 1.02 0.94 COILS + 355MAV042080 VARIABLE -SPEED FURNACE 005 1 1.04 0.94 CC5A/CD5A/CD5BA 042 1.00 0.94 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BW 042 1.00 0.94 CC5A/CD5A/CD56A 042 1.00 0.95 048 1.00 0.94 CC5A/CD5A/CD5BW 042 1.00 0.95 CD3(A,B)A 042 1.00 0.94 048 1.01 0.94 048 1.00 0.94 CD3(A,B)A 042 1.00 0.95 C05A/CD5BA 048 1.00 0.94 048 1.01 0.94 CJ5A/CK5A/CK5BA 042 1.00 1.00 CD5A/CD5BA 1 048 1 1.01 1 0.94 048 1.01 0.99 CE3AA 042 1.00 0.95 CK3BA 1 042 1.00 1.00 048 1.01 0.95 048 1.01 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 Total Sens* Total Sens# Total Sens* Total I Sens# CFM EWB Kw*' Kw** Kw" Total Sens$ Kw** 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 35.7 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 I Power Section Size Capacity Power COILS + 355MAV060080 VARIABLE -SPEED FURNACE CD5A/CD5BA 048 1.00 0.94 CJ5A/CK5A/CK5BA 1 048 1.01 0.99 0.99 CJ5A/CK5A/CK5BA 042 1.00 0.98 CK3BA048 1.01 048 1.01 0.97 COILS + 355MAV060100 VARIABLE -SPEED FURNACE CK313A 1 042 1 1.00 0.98 CC5A/CD5A/CD5BA 042 1.00 0.94 1 048 1 1.01 1 0.97 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 CK313A 042 1.00 0.98 See notes on page 23. r� -21- DETAILED COOLING CAPACITIES* Continued EVAPORATOR CONDENSER ENTERING AIR TEMPERATURES °F AIR 85 95 105 115 125 CFM 1400 EWB 72 67 62 57 Capacity MBtuht Total System Kw- Outdoor 4.05 4.00 3.97 3.94 Capacity MBtuht Total System Kw" 4.51 4.44 4.41 4.39 Capacity MBtuht Total System Kw- 5.00 4.92 4.87 4.85 Capacity MBtuht Total System Kw" Section 5.52 5.43 5.37 5.35 Capacity MBtuht Total System Kw" 6.08 5.98 5.90 5.88 Total 52.6 48.1 44.0 41.4 Sens$ 14: 25.5 32.0 38.5 41.4 Total 50.3 46.0 42.1 40.1 Senst Section14: 24.7 31.2 37.5 40.1 Total 48.0 43.8 40.1 38.5 Sens# 23.8 30.3 36.6 38.5 Total 45.6 41.5 38.0 36.9 Sens$ Indoor 22.9 29.3 35.5 36.9 Total 43.0 39.2 35.8 35.1 Sens$ 22.0 28.3 34.3 35.1 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 Cooling Capacity 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/CD5BW 048 1.00 1.00 CJ5A/CK5A/CK5BX 060 1.02 0.93 060 048 1.01 1.00 1.00 1.00 CK3BA 1 048 1 1 060 1 1.00 1.01 0.94 0.94 CD3(A,B)A 060 1.01 1.00 COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE 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 CK36A 1 048 1 1 060 1 1.00 1.01 0.95 1 0.94 CJ5A/CK5A/CK5BN 048 0.98 1.00 COILS + 355MAV042080 VARIABLE -SPEED FURNACE 060 1.01 1.00 CJ5A/CK5A/CK5BA 048 1 1.00 1 0.97 CJ5A/CK5A/CK5BW 048 060 1.00 1.01 1.00 1.00 CK3BA 048 1 1.00 0.97 CJ5A/CK5A/CK5BX 060 1 1.01 0.98 CK38A 048 1.00 1.00 COILS + 355MAV060080 VARIABLE -SPEED FURNACE 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 1 060 1 1.00 1.01 0.98 0.98 FC4BNB FG3AAA 048 1.00 1.00 COILS + 355MAV060100 VARIABLE -SPEED FURNACE 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 1.00 0.96 FK4CNB 060 1.01 0.96 COILS + 333(B,J)AV048080 VARIABLE -SPEED FURNACE CJ5A/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 CK313A 048 1.00 0.96 060 1.01 0.96 CK36A 048 1.00 0.97 COILS + 355MAV060120 VARIABLE -SPEED FURNACE 060 1.01 0.97 CC5A/CD5A/CD5BW 060 1.00 0.96 COILS + 333(B,J)AV060100 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA 060 1.01 0.96 CC5A/CD5A/CD5BW 060 1.00 1 0.96 CJ5A/CK5A/CK5BX 060 1.02 0.96 CE3AA 060 1.00 1 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 System MBtuht . 'System MBtuht System Total I Sens$ Total Sens$ Total I Sens$ Total Sens$ Total Sens$ CFM EWB Kw** Kw' Kw** Kw" Kw** 563CO60-A,Outdoor Section1.1 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 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 1 53.4 1 53.4 1 4.94 1 51.5 1 51.5 1 5.45 49.5 1 49.5 1 6.00 1 47.4 47.4 1 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 61.3 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 FC4BNB 054 1.00 0.99' CC5A/CD5A/CD5BW 060 1.00 1.00 070 001 1.02 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 COILS + 333(B,J)AV060100 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BN 060 0.97 0.99 CJ5A/CK5A/CK5BA 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 CK313A 060 0.97 0.96 F(A,B)4AN(F,B) 060 1.00 1.04 COILS + 333(B,J)AV060120 VARIABLE -SPEED FURNACE 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 1 060 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. t Sensible capacities shown are based on 80°F (27°C) entering air at the indoor coil. For sensible capacities at other than 80°F (270C), 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 (270C). Unit kw is total of indoor and outdoor unit kilowatts. NOTE: When the'required data falls between the published data, interpolation may be performed. -23- CONDENSER ONLY RATINGS' SST I I 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 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 1.21 1.43 1.68 1.97 2.28 2.64 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 2.06 2.34 2.64 2.95 3.27 3.59 See notes on page 25. -24- is • CONDENSER ONLY RATINGS* Continued SST CONDENSER ENTERING AIR TEMPERATURES IF 55 65 1 75 1 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 2.02 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 3.68 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 3.16 3.54 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 4.47 4.97 563CO60-A, 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 3.39 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 55F (12.8°C). 3.;Maximum outdoor operating air temperature- is 125°F (51.7°C). 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. is Cl —26— i • • GUIDE SPECIFICATIONS GENERAL System Description Outdoor -mounted, air-cooled, split -system air conditioner unit suitable for ground or rooftop installation. Unit consists of a her- metic compressor, an air-cooled coil, propeller -type condenser fan, and a control box. Unit will discharge supply air upward as shown on contract drawings. Unit will be used in a refrigeration circuit to match up to a packaged fan coil or coil unit. Quality Assurance Unit will be rated in .accordance with the latest edition of ARI Standard 210. ' Unit will be certified for capacity, efficiency, and listed in the lat- est ARI directory. Unit construction will comply with latest edition of ANSI/ ASHRAE and with NEC. Unit will be constructed in accordance with UL standards and will carry the UL label of approval. Unit will have c -UL approval. Unit cabinet will be capable of withstanding Federal Test Method Standard No. 141 (Method 6061) 500 -hr salt spray test. Air-cooled condenser coils will be leak tested at 150 psig and pressure tested at 300 psig. Unit constructed in ISO 9001 approved facility. Delivery, Storage, and Handling Unit will be shipped as single package only and is stored and handled per unit manufacturer's recommendations. Warranty (for inclusion by specifying engineer) U.S. and Canada only. PRODUCTS Equipment Factory -assembled, single -piece, air-cooled air conditioner unit. Contained within the unit enclosure will be all factory wiring, pip- ing, controls, compressor, refrigerant charge (R22), and special features required prior to field start-up. Unit Cabinet Unit cabinet will be constructed of galvanized steel, bonderized, and coated with a powder coat paint. Fans Condenser fan will be direct -drive propeller type, discharging air upward. Air -Cooled, Split -System Air Conditioner 563C 2 to 5 Tons Nominal Condenser fan motors will be totally enclosed, 1 -phase type with class B insulation and permanently lubricated bearings. Shafts will be corrosion resistant. Fan blades will be statically and dynamically balanced. Condenser fan openings will be equipped with steel wire safety guards.; Compressor Compressor will be hermetically sealed. Compressor will be mounted.on rubber vibration isolators. Condenser Coil Condenser coil will be air cooled: Coil will be -constructed of aluminum fins mechanically bonded to copper tubes which are then cleaned, dehydrated, and sealed. Refrigeration' Components Refrigeration circuit components will include liquid line shutoff valve with sweat connections; +suction line shutoff valves with sweat connections, system charge of refrigerant R22, and com- pressor oil. Operating Characteristics The capacity of the unit will meet or exceed Btuh at a suction temperature of OF. The power consumption at full load will not exceed kw. Combination of the unit and the evaporator or fan coil unit will have a total net cooling capacity of Btuh or greater at conditions of CFM entering air temperature at the evapo- rator at OF wet bulb and OF dry bulb, and air enter- ing the unit at °F. The system will have an SEER of Btuh/watt or greater at DOE conditions. Electrical Requirements Nominal unit electrical characteristics will be v, single phase, 60 hertz. The unit will be capable of satisfactory opera- tion within voltage limits of v to V. Unit electrical power will be single point connection. Control circuit will be 24v. Special Features Refer to section of this literature identifying accessories and 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. CALL FOR FREE CATALOG 1-80x962-9212 [ ] Packaged Service Training [ ] Classroom Service Training I 1 HeAlg & ri00iing .SYSL-111S © 1997 Bryant Heating 8 Cooling Systems, 7310 W. Morris Sl., Indianapolis, IN 46231 -28- A94328 s 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