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HomeMy WebLinkAbout039-370-10015 if WIVTJ37, !-VI-4 4d 1112 T --"ll k M s3. H r V� � + CS�'t L�y} y . if WIVTJ37, !-VI-4 4d 1112 T --"ll LOERKE INSULATION CO., INC. INSULATION CERTIFICATE y 1-� s S Wal in vt free Lin Chico Number and StreetCity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 12.25 Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. 0.659 b. Minimum Thickness 16.25 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 5.5 Thermal Resistance (R -Value) R-21 4. RAISED FLOOR Material Fibedass Batts Brand Name Johns Manville Thickness (inches) 6.5 Thermal Resistance (R -Value) R-19 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL A Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of indicated Regulations) as on the ertificate of compliance, where applicable. C.L.#499150 n aCt ' �`j .0 LOERKE INSULATION CO., INC. ` Item #s Signa ure, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner, Item #s Signature, Date Installing Subcont (ctor_ (Co. ) ame) r General Contractor Co. Name Or Owner Item #s Signature, Date Installing Subcontractor {Co. N amq) Or General Contractor Co. ame Or Owner +� r + NOTES % 4k, . gr • - RESIDENTIAL y F 039-370.90$- 00-2805 MOON, RANDY & JO ANN - ! 1'755 WALNUT TREE LN., CI IICO CONTR: STEVE HUGHES • (-,.NEW SINGLE FA ay RESIDENCE Cof � '0/t� '011�4 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY CHECKED BY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' �OK-vf -co Pty blit t'ker -5kkpp Y. i� OFFICE COPY Address-05�5 Wi tvd /1"f h"'--' e-, 7�' GAS Meter By Date ELECTRIC � Meter By(i Dat ti JOB FINALED (Date) j+ Signature D` =OKE 0 = Not OK - = Not Applicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 8. 7. Well Clearance & Disconnect 9. 8. Utility Clearance 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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 B-1 Date Card B-1 Date Card B-1 1> , tea., C. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 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 i J = OK 0 = Not OK. Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Xnderfloor (Plans) OK except #'s I Date FRAMING (Continued) Zoging-Setbacks Easement Flood -Slope F JWngers-Post Caps -Anchors -Connectors tg ain; Soils-Elec nd.-/ P Ftg. Depth tg., Garage; Soils-Steel-Elec'Grnd.-/ P' Ftg. Depth 4. F1err-orches & Decks; Soils -Steel-/ P' Ftq. Depth t wa ain; Ste el- Blockouts-Wrapped walls, Garage; Steel-Blockouts-Wrapped 6 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi s -Fireplace Ftg.-Steel tA.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. O as Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12.E tric Underground 13L/Pleaums & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date 4/ Card B• Date Card B-1 Date P MBING (Permit) OK except #'s 1 r Htr.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection �i' RKjl hower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & An hors .Srnoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 23. E J. TRICAL (Permit) OK except #'s ure & Transformer Clearance -Ins. Protection 2 'c' Receptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors Stapled " 2 . ome Installed Close to Edge of Studs & C.J. 27. " uip. Ground made up w/Mech Fasteners -Bond Gas & Water ,,28if2 Appliance Circuits in Kitchen & Conductor Size GFI 9. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At ange Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes C) No 3/ Service -Riser Conductors & Ground Main Disconnect 32/Equip. Clearances Panels-Motors-Mech. Equip. 31ZIothes Closet Light -Shower Light -Spa Light 31..,1!!!!ooke Detector Date 7 v Card B-1 Date Card B-1 Date # I Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3P. iDucts Insulation & Support 36.1 nt Fan, Exhaust above insulation 37. (jondensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date �/�� 7 Card B-1 Date Card B-1 Date �L Card B-1 Date Card B-1 Date OAMING (Permit) OK except #'s 401,efS Proper Materials & Anchors 41. alls Studs -Nailing Spacing & Braces -Plates -Sound 4 Baring Walls over Girders & Floor Nailing 43 Draft Stop in Walls (rat proof) 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing CI' . Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. Fire lace Ties or Type A Flue -Fireplace Throat Clearance 4 t' °Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 d : Windows or Exiting Doors -Sill Ht. & Dimension 51 arage Fire Protection Framing 5X ogerty Line Firewall & Openings 5 Doors -One 3' -Check Garage 3rd Story, 2 Exits 54t• Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5$,. -'Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. iding-Nailing Veneer 57/Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5azing Area -Glass Protection -Skylights Plastic 59. Shear Walls am Bolts SG -C Al &±.� �ar� `cC�& K{ 60. Brace Interior/Exterior Wall Panels 4-.2161 uation-Walls-Ceilings 62. Infiltration- Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E Ceps -Door & Sidelight Protection -Landings .Srnoke Detector _,�rn`Garage; Furnace Vents -clearance -Comb, Air-Connector- Above Floor-Ducts-Mech. Protection 66_,816droom Exiting 67 G.F.I. & Bath Fixtures & Tub Access -Spa .68 Elec. Trim & Subpanel, Breaker Sizes & Labels 6V. Stairs & Rails W. Fireplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7Z'.' Elec. Outlets & Receptacles at Kit. Counter 4. Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77� Ib., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection 9. Insulation -Foam -Looked in Attic _ 1e Guard Rails & Deck Construction -Post Caps r/. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes Following Instld./Drive J Yes No/Walks ] Yes -6o/Planters J J Ye No a E3-S1occo Brown -Finish 8f✓A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House . GIaAs Protection 44,111 Corrections from Previous Inspections ._91, -Gas Test -Meters Tagged, Gas -Electric qzjWater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates "Address Posted Date 6 CJC Card B-1 Date Card B•t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r 00 b- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)1538-7541 CORRECTION NOTICE 6z)- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Dates Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspectio � indicates that the following violations of butte county. Ordinances exist at the above address a d should be corrected. Please notice this office when correction of work is completed. If u have an y questions pertaining to this matter, -or need additional explanation, nation,Ucont this office immediately. �Vi �i�/i. A Doti► Date + In REV 10/92 Y COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indi ates th he following violations of Butte County Ordinances exist at the above address and houl a corrected. Please notify this office when correction of work is completed. If you he a questions pertaining to this matter, or need additional explanation,- please xplanation;please cgntact this o f' a immediately. y i Date _ REV 10/92 Inspector • COUNTY OF ISUTTE - 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 ZONING BUILDING PERMIT 1 OWNER TELEPHONr- 892-2541 SQ. FT. OCC. BUILDING VALUATION 2181 R 117,774.00 . ®y'NERS MAILING ADDRESS CONTRACTOR'S NAME SIEVE HL= TELEPHONE 894-3407 IT lo,ogg-oo CONTRACTORS MAILING ADDRESS 509 WiSl MAM- AW a= 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 776.-00 HI S MAILING ADDRESS Plan Checking Fee $ 904-40 BUILDING ADDRESS T I� Qpm c Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S1391. 40 LAT NO. DIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 111 7.00 77 -nn USEOFSTRUCTURE SF CRXDuplex ❑ Mobilehome ❑ Other sPE01FY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK NewQX Addition ❑ Remodel 13Utilities ❑ Installation ❑ Other ❑ Describe Work: NUg 3 BE Gas piping system 1 - 5 outlets 15.00 c Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 2P A 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect., !� �- License Class Lic. No. '-i OWNER -BUILDER DECLARATION I I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zoOA TO IOOOA 46.00 NEW CONST.OR ADDNS. OWEICC. OCCUP. 27 ( O 3.5QFT.. 96.08 NEW CONST. MU�IC-0Uff NON•RES,D. @7.50 POWER APPARATUS a swGLE 0Lm CIR. Ex. Occup. OUTLET OR FUTURES 20 1 .00 BAL @ .00 FI APPWS. OR Ex. Occup. ouTLErs RESID. EA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring +_23,00 PERMIT FEE $ 162.08 MECHANICAL PERMIT Filing Fee 20.00 Heating 20.00 Cooling 20.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $ 75.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not emplo y pers n any manner so as to become subject to workers' compens n laws alifornie, and agree that if I should become subject to the worker ovl ons of section 3700 of the Labor Code, I shall forth wfth those provision ' J I X _ Date G Sign wner K ntractor ❑ Agent An OSH 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 $ ' 46.00 Occ 3/U CONST. rrPE VN TOTAL FEE $ 1746.30 HAZ. D. FE IMP X FLooD CDF X PARCEL X PD D X ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have i By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. -/ ate 1hlJ 0 n lap, Dete ReceiptNo. �• S SIL / �3 WHITE-D.D.S.-B.D. NARY -ASSESSOR PINK-INSP OR GO OENROD-APPLICANT sm,:,USE ONLY Plot Plan Atteehed Floor Plan Attached Sent to B.D. /, 0 TO: Building Department FROM: Environmental Health 1 SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well ' Clearance for _.4 dwelling. Other &af, Hold final for:4i L itiO� (`), 0 ct -rD �`/,���� j4zj- ;L \ Final clearance O.K. for: NOTE: Environme tal Health tpecialist Date 8/96 1•:ar ia���w s•; t�1�}�lJ.I�X.� M}rRY�rr�Ysjtt-'�f�t�<. r'-„'t'�!°l n.,uw�N�xiF,�:��.'��-,.'tier+'1'..,}r"r�'{Srp�lYi�ii"Cicyq+i+ 4. r 1 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ! PERMIT APPLICATION DATA SHEET OWNERJ! , . 4 JM�,� j�j/b,U ASSESSOR PARCEL NUN*IBER: Proposed BuildI Use: w Building Inspector: Date: /./ //G 10 n At time of permit application, I wds advised the following data must be submitted prior to peerdit prJeessing and/or issuance: Date Received By ❑ 1. All items have been submitted.----------=------- ----- =------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ --------------------- ------------ ------------- ❑ omplete plans, 3/4 ets, signed by the preparer of plans. ----------- : g e t signature on plans. -All engineering must be shown on plans. ❑5. Erigmeered truss details and la out Yin duplicate (required prior to plan review No faxes! --------- 0 6. --------❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. ---------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------=----- '0. Fees of $---VL91_ _,5---------=-=`-------Y-------- rf Impact fees as shown on the. aached'schedule---------==---- '=----------------------------- El �,� 12. California Department of Forestry plan approval/fees----------------------------------------------------------- ❑ 1 . j1pod elevation certificate.`=' ------------=-=--------------= --------------------------------------------------------- _4S tation and plot plan approvalC�ti p Health Department. ------------------------------------------- 5. City of Chico plumbing permit. --------------------------------------------------------------------I---------------- ❑ 16 Pfot plan and business license approval from the City of Biggs. ---------------------------------------------- 7. Planning approval for (A) Use: (B) Parking: -------------------------- LLJ 18 Contact Land Development about Improvements, ❑ Drainage, Legal Parcel . ----------------------- 1 ! i�1=9 Encroachment Permit for drivewa construction a roval rior to occu anc Y ( PP P P Y • ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - K6Le er of signature authorization. ------------------------------- orded copy of Agricultural Acknowledgment Statement. er of intent on building use. --------------------------------- 627. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. other W-neleypohuone issue the permit, process as follows El Mail to owner, ❑M�a"il to contrac r. p gqs 3 0/0 % and hold for pickup at r/ f kv o - r D ry r 309 �. APPhcan . // Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:ate' 1. Index permit application for4ie apove items numbered: q _ Wj Z!` (Date) ctor. / 7 Date: r By: ❑ Plan Check List 2. Aonal Contract , design owner, w of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, bp Date: _ Contractor, gner, owner advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: — Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: _� Date: O � __-Plans'approved by: Date: Sets of plans on old in ❑ Plan Cabinet, ❑ A.P. folder:" Note transfer by: Date: 3 Voll..... !•.,.,., ce.-.,,.,,.. 13..a,7:_,- n:..:..:.._ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 n SCHEDULE OF FEES DUE OWNER l &-A, civ �- b AAY0 WCC ©/✓ A.P. #_3 7— (�O PROPOSED BUILDING USE DATE flI 13 RECEIPT # DATE REC . 1. BUILDING PERMIT FEES -- Balance Due ................ $ 3 L7 I -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES %1 % C? lam— (paid at District Office) �d O 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 =$ 3 b L 0 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x _ = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. ��ll Ge5. RECREATION DISTRICT FEES (paid at District Office) V r 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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit appl' t'on I advised the above fees are required to be paid prior to issuance of the building permit. These fees may be aP�d a plan checking process. Pursuant to Government Code Section 66020, project. You have 90 days from the date of a protest. The requirements for a protest ar6.ep DATE I/ lz�w lzo�)o hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your of the project or from the imposition of the above mentioned items during which you may in Government Code Section 66020(a). 1p�_ Original -Budding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ,I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 29 -Jan -2001 2001-0003671 Has not been compared with original BUTT RECORDER • AGRICULTURAL STATEMENT OF -ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this adknbwledgment to be recorded prior to issuance of a building property described herein is adjacent to land or included within an area zoned fora cultural g perinit. The s of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals inc including, but not ltimited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which owwi$nally generate agricultural purposes and residents within said zones and on adjacent dust, ro smoke, noise, and odor. Butte County has established J property rty 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: S 7�1�e Date 1 .i ' U 1 State of California County of ­ �_,a-\7e_ PROPERTY OWNERS: L&"-r0,('JJ C� � L J. b'VIUDv� On _S""c' �L� ccs � before me, _S��?►�n L M�LC personally appeared) ' t'11ou ,1 personally known tome or proves to me on the bans of satisfactory evidenc to be the persons whose namea�s are ubscribed to the within instrument_ and acknowledged to me that they executed the same in fi thei ' si nate eir authorized capacity 'es , and that by g reG� on the instrument, the persons or the entity upon behalf of which the person® acted, executed the instrument. WITNESS my hand and official seal 1 Signature �c:�i . /� Seal:e� .-•. ANITA GREGORY COMM. # 1195795 X NOTARY UI tp A.P. # Q COUNTY OF BUTTE w Comm. Ex ires Sept. B, 2002 &AN REVIEW RESPONSVORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan Correction letter. "By others" is not considered a valid response. Please indicate yoL response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REMED AND ORIGINAL PLANS. OWNERS NAME ,^n � DATE: r'r' / / /?1;5 C i4 ASSESSORS PARCEL NUMBER PERMIT NUMBER D3(7 -- � 70 - 09 1 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: &6-4-rk S: PLAN CHECK ITEM # RESPONSE BY: -S L 6-27- LOCATION ON PLANS/CALCS: COMMENTS:165 /�i/l -tom 'r0 �g effe ;C-tlRAll PLAN CH RESPONSE BY: LOCATION ON PLANSICALCS: '3 ) I n c &6 / GT COMM �lro b F" �,Le,--�. e- -i � h o- b-ee A► a,9 rUnrLeee cC ",e— CHECK PLAN CHECK Lc> �'Y1 irn o �� S S BY: S w i- w4 - LOCATION ON PLANS/CALCS: �3 a.� LOCATION ON PLANS/CALCS: SZ RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM L1 RESPONSE BY:G % C� LOCATION ON PLANS/CALCS: S y/ 5 ne-7- 6-,l c 5 - COMMENTS: COMMENTS: ,FYt.&S G reutPaul' PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATIONAN PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Building Owner Building Location ROOF ENERGY INSTALLATION CERTIFICATE �Joo..J Building Permit # 2-8c:)5— DESCRIPTION OF INSULATION Material Brand Name Thickness(inches) Thermal Resistance (R Value)_ EXTERIOR WALL / Material Thickness(inches) .6• CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type 77 77 Minimum Thickness(inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) Brand Name Thermal Resistance(R Value) A- Brand Name Thermal Resistance(R Value)_ Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) .'.Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, • •is consistent with. approved building department--plans--and attachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requirement . FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, a5 shown on the approved Building Department plans and attachments have been installed and .conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. 5eeve P'..'n1'as 3ci 5'yo y BUILDING CONTRACTO /OWNER (Please Print) STATE CONTIRACTOR'S LICENSE NO. (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) SIGNATURE OF HVAC CONTRACTOR/OWNER DATE STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 January 9, 2001 Randy and JoAnn Moon Steve Hughes 505 West Shasta Ave. Chico, CA 95973 Department of Development Services 7 County Center Drive Parcel Number: 039-370-080pt Building Permit Number: 00-2805 Building Division Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: .1/ Provide manufacturer's specifications for AC unit with a SEER of 12. /. Provide location of HVAC equipment. If any equipment is located in the attic, size appropriate truss for this condition. �rovide gravity load calculation and foundation design for the supports for beams at dormer, truss B2 which show reactions over 5000 pounds, dormer point loads, ridge and stairwell footing, headers downstairs which support floors above. These calculations and the resulting design, must be stamped and signed by a licensed professional, not Mr. Jackson. Floor framing shown on sheet S3 conflicts with truss package provided. Plans are to reflect what you will be building, all conflicts between construction documents must be corrected. OSheet.S2.1 is missing requirements for shear wall 2 shown onlans as the wall between utility room and the kitchen. Gvvex-� `a-�-evc k C-O,\LS vx- Su.ve 6 i m l nc► 6 oy) t,A Qom. ?ey- Go -Q . y 6. )Engineer of record is to review and approve the truss calculation package. Please provide a letter from the engineer stating the above. Letter on sheet 4.1 of A,, ans is not adequate as it contains incorrect information and is a statement from Mr. Jackson, not from the registered engineer for the project. 7. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Please await the arrival of his communication and resubmit all requested items at one time. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return the enclosed School Impact Fee form. 2. Balance of fees revised per corrected square footage. 3. Complete and return your Park and Recreation Fee form. Sincerely, Martha Whitney Plans Examiner cc: Steve Hughes Evergreen Development E January 9, 2001 Randy and JoAnn Moon 12 Hunter Ct. Chico, CA 95973 Department of Development Services 7 County Center Drive Parcel Number: 039-370-080pt Building Permit Number: 00-2805 Building Division Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Post -it® Fax Note 7671 Date #oof To From Phone # 4 30q 2 la Phone # 55,? -5 Fax # _ / _ Fax # 5590 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide manufacturer's specifications for AC unit with a SEER of 12. 2. Provide location of HVAC equipment. If any equipment is located in the attic, size appropriate truss for this condition. 3. Provide gravity load calculation and foundation design for the supports for beams at dormer, truss B2 which show reactions over 5000 pounds, dormer point loads, ridge and stairwell footing, headers downstairs which support floors above. These calculations and the resulting design, must be stamped and signed by a licensed professional, not Mr. Jackson. 4. Floor framing shown on sheet S3 conflicts with truss package provided. Plans are to reflect what you will be building, all conflicts between construction documents must be corrected. 5. Sheet S2.1 is missing requirements for shear wall 2 shown on plans as the wall between utility room and the kitchen. 6. Engineer of record is to review and approve the truss calculation package. Please provide a letter from the engineer stating the above. Letter on sheet 4.1 of the plans is not adequate as it contains incorrect informanon and is a statement from Mr. Jackson,1 t from the registered engineer for the project. 7. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Please await the arrival of his communication and resubmit all requested items at .. one time. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may - contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return the enclosed School Impact Fee form. 2. Balance of fees revised per corrected square footage. 3. Complete and return your Park and Recreation Fee form. Sincerely, Martha Whitney Plans Examiner cc: Steve Hughes Evergreen Development fes. r Residential Development Com mercial/Industrial No 4oLing Mobile Units Installation New Addition .:........................................................................................................ 0 0 i Sq. Footage 21 U Addition *Supplemental to (Group'R) Conversion Permit # "(No �foundation inspection).: ��... `... ......�.. ............j Y Sq..F !'.age t . �... + (Including Exterior Roofed Areas) Date /1-- 0.1 imoor rians rev+ewea Dy scnooi uistnct rersonneq District dentification No. School District certifies thatC(%/C (AppliV t) r (Street Address) " . (Phone Number) (City) (State) (Zip Code) ,[� has complied with the requirements of Resolution No. /. ' CJV by payment of $ / 7/ v representing C:I? / (� square feet. School District Representative Paid by Check # Remarks: AS 2926 $ FULL MITIGATION $ ,.;,• ..r-- � � ., '>~' :, ` ,�9,. 1 //h /moi - • . Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), 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 thai.this project is being reviewed under the California Environmental Quality Act:(CEQAt; this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeforinAs (10/98)dmm 'r BTT(; UTT .0 NTY HOOLS IMPACT FEE CERTIFICATION FaR'F.1 (One form per Building) •' V School District C .�] Building Depart ent No. i A.P.- Number sdiction: CItY%� County.. - Fn PropertyOwner il/Gr N 4 p? W! y..�4� `""a lr-y s U t2. A/ + r :Pro Location/Address . . a Subdivision ' ' Lot No. ' fes. r Residential Development Com mercial/Industrial No 4oLing Mobile Units Installation New Addition .:........................................................................................................ 0 0 i Sq. Footage 21 U Addition *Supplemental to (Group'R) Conversion Permit # "(No �foundation inspection).: ��... `... ......�.. ............j Y Sq..F !'.age t . �... + (Including Exterior Roofed Areas) Date /1-- 0.1 imoor rians rev+ewea Dy scnooi uistnct rersonneq District dentification No. School District certifies thatC(%/C (AppliV t) r (Street Address) " . (Phone Number) (City) (State) (Zip Code) ,[� has complied with the requirements of Resolution No. /. ' CJV by payment of $ / 7/ v representing C:I? / (� square feet. School District Representative Paid by Check # Remarks: AS 2926 $ FULL MITIGATION $ ,.;,• ..r-- � � ., '>~' :, ` ,�9,. 1 //h /moi - • . Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), 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 thai.this project is being reviewed under the California Environmental Quality Act:(CEQAt; this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeforinAs (10/98)dmm "r .. •• -I , '' .Y.,. tv.'1.Ir'--�►.,r r .._, , �•�r-.::,�^_'�k'�'�•i:.:4.•f.31�.'v+•..4�1;.11.'...M......--w .�c,,. 'e,... -.r"-• •t .. -v a...d•.rr..�,,,.5,..,r�,n,Tv-.-.. ,fir A,-,: f• BUTTS COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel q p 0. Number(s), O r0 "� .� 01 Property-Owner�n Project Location/Address ll�' L1C �,( ��Q�(%' l,rr1 '.. Subdivision Lot.Number(s) 2- Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) Non -Residential to Residential 1 hot -al NFber Dwe ling nits\ Comment: -.Building Dep rtment Repre en ative -Date . • �r�r�t*,��r�r�r��r�r.�r�r�r�r*�r�r�r*��rc�r�rri*�r�r�r�r�r�r�r:�r,��r�r�r�r�r,�i��rw,r�r�r�r�r�*ir�r��r�r�r�r�r�r***,��r�r�r�r�rrr�r�r�r:,�� Chico Area. Recreationand Park. District(CARD).,,cert'ifies v Y. 630:-2ga_2b i (Applicant Name) (Phone Number) 15 G -f-. (Street Address) (City) (State) (Zip Code) s has+io compli k d with�,thl,.irequireme is • df Buite', Cg. Rbsi olution' Noa 9Q-140'" by payment fordwelling units @ $1,189 for.total payment of *'$ tt CARD Representative Date PAID BY CHECK N0. �(, REMARKS: BANK NO,& �pYY�YYVu PAID BY CASH RECEIPT N0. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park. fee ( form revised 11/90))sXXTGTAL $1189.00 f31/1n/L�1 #7782 +.CluF'h't PRr' -ECT PROCESSING RFrORD • APPLICANT: OWNER: PERMIT #: A. P. WORK DESCRI M DATE I • Owner: Building Permit Number:00 ZOOS Plans Examiner: A P. Number: GENERAL: .... • .. Zoning requirements — (number of permitted living units). 2. Building permit valuation. Plans signed by the designer. Proper description of work on the application. f5! Existing violations on the property. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. 2. etbacks, side yard, easements, Etc. Other buildings or structures. Grading, fills and/or drainage. �? Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, fees). Water Tender, Traffic and Drainage FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). - ,2� 10% of natural light and 5% of ven iM6n (Uniform Building Code section 1203). Egress windows (Uniform Nilding Code section 310.4). X , Skylights (Uniform Building Code"section 2409 & 26033). Glazing in Hazardous locations (Uniforni Building Code section 2406). Required room sizes and ceiling heights(Uniform Building Code section 310.6). J% GFCI in baths, garage, kitchen; wet bar;"and eideiior roceptacles (NEC 210). 8 Prohibited locations of gas "water heariers (Unifoiin-Plimn mg Code 509& 1213:5). ,.;; t Prohibited locations of gas heating equipment (ilmforni Mechanical Code 304.5). lw Garage fire«all sepaisiion - required on garage side mdading supporting walls diad posts (Uniform Building Code section 302.4 exception #3): :' 'Y'g �" :�'° ,_ r P. y�Wood store location -Alcove clearance (UMC section 205 confined space & 223 unconfined space). X Smoke detectors (Uniform Building Code section 310.9:1). X. Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 S-1 600 � STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code se6don 2320.11.3).. a 3: Clerestory requiring balloon framing and/or engineering: ('� �'� "�o yc�/' ia' 4:} Three story building requiring engineered calculations and plans. r -O U l d � 5 Foundation plan complete enough to construct building.�;¢� -� � 6�, loor construction details complete enough to construct building.Im.� ' 7 Elevations and wall construction details complete enough to construct building r ,,� �f details complete enough to construct building. �J 7� construction 9: Rafier ties or bearing ridge beam. 4cel �� J 10. Fireplace construction details and calculations if necessary.UIO� Garage door header T� IL size(s). 12. Porch header size(s). _ 13. _Stud heights. Expansive 'L soil - special foundation design required. Retaining v&alls requiring design. D� "",�, I�'►� cV 3 16: Special Inspection requirements. Header it 17. sizes.. 1.8. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: C ao Stairway details - landings, rise and run, head clearance, handrails (Uniform Buil dersection 1006): + Guardrails (Uniform Building Code section 509). 1403). ` Ze `�rux)O nck or stone veneer (Uniform Building Code section W9 /C xtenorplaster- weep screeds (Uniform Building Code section 2506.5). kRoof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). = (fire hazard). ��e protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two'exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 1Q Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). - Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements. 5- Sound requirements. - - 4 ergy design compliance and supporting documentation. Flashing at all exterior openings. Ir v l de r r"C /-�6SCri >' Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. ' - 17.6. Sub -Standard Housing letter. Page 2 of 2 0 5� 0 Square Footina Deslan I S1 UBC (SI NDS) I StruCalc 4.06 Bu: EVERGREEN DEVELOPMENT, 24 HANOVER LN. , CHICO,CA 95926 on: 11=09-2000 Protect: MOON - Location: ERUSS-5 2" Summaru: _ `Size:�2.5�FT�x?�2�5�FTxc�12?00�~iIN • Footing`has been designed' without reinforcement. Footing Loads: 'Live Load: PL= 3800 LB Dead Load: PD= 2000 LB Total Load: PT= j580DOLB . Ultimate factored load: Pu= 9260---1 LB Footing Prot Tart i es: Allowable soil bearing kDressure: Qs= 1500 PSF Effective soil bearing txessure: Qe= 1350 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L=2 5 FT Width: W= 02:5; F7 Area: A= 6:25 SF Ultimate bearing eressure: Qu= 1482 PSF Column Base Dimensions: Length: I= 6.00 IN Width: w= 6.00 IN. Footing Size Selection: 'Reauired footing area: Area= 43 SF Minimum footing size required: Lreq=2;pal .... FT Footina detn�th based on shear stresses: 'Selected footing detAh: D= 12.00 IN Punchina Stress Calculations: Critical tnerimeter: Bo= 64.00 IN Punching shear: Vul= 6626 LB Punchina shear stress: vul= 16 PSI Allowable eunchina shear stress: vcl= 133 PSI Beam shear stress calculations: Beam shear: Vu2- 611 LB Beam shear stress: vu2= 3 PSI Allowable beam shear stress: vc2= 61 PSI Bending Requirements: Factored moment: Mu= 22224 IN -LB Nominal moment strength: Mn= 81250 IN -LB - Roof Beam[ 91 UBC (91 NDS) I StruCalc 4.06 Bu: EVERGREEN DEVELOPMENT, 24 HANOVER LN. , CHICO,CA 95926 on: 11-09-2000 Pro fact: MOON ;Location:; Dormer Summaru: 3 50xIN�z fIs25 IN xx 12FT-% 02 - DOUGLAS rSectionAdequateBy:�60:3�0 :control l i ng Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Regd.: Beam Data: Sean: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect, Criteria: Beam Loadina: Live Load: Side One: Roof Dead Load: Roof Rafter Tributaru Width: Side Two: Roof Dead Load: Roof Rafter Tributaru Width: Roof Duration Factor: Wall Load: Slope Ad iusted Lanoths and Loads: Ad iusted Beam Lenoth: Beam Live Load W/ Slope Red'n: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Controlling Total Design Load: Properties For: 02- DOUGLAS FIR -LARCH Bend f na Stress. Shear Stress: Modulus of Elasticitu: Stress Pereandicular to Grain: Adjusted Proearties: Fb' (Tension): FIR -LARCH - Dru Use Factor. Section Modulus DLD= LLD= TLD-- Adjustment Factors: Cd=1.15 C1=0.91 Cf=1.10 Fv': Ad iustmant Factors: Cd=1.15 Design Reauiraments: Maximum Moment: Shear (w d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Depth Required 8.89 I 0.08 IN 0.08 IN = L/1831 0.16 IN = L/895 RL= 612 LB RD= 103 LB RT= 13'15 LB BL= 0.63 IN L= 12.0 FT Luz 12.0 FT RP= 8.00 : 12 L/ 240 L/ 180 LL= 16 PSF DLi= II PSF TWI= 6.0 FT DL2= II PSF TW2= 1.0 FT Cd= 1.15 WALL= 15 PLF Lad i= 12.0 FT wL= 112 PLF . BSW= 10 PLF WD= Ill PLF wT= 229 PLF wicont= 229 PLF Fb= 815 PSI Fv= 95 PSI E=1600000 PSI Fc --perp= 625 PSI Fb'= 1014 PSI Fv'= 109 PSI M= 4124 FT -LB V= 1160 LB Sreo= 46.1 IN3 S= "13.8 IN3 Area= 16.0 IN2 A= 39.3 IN2 Irea= 83.6 IN4 1= 415.2 IN4 Sauare Footing Desian [ 3l UBC (31 NDS) I StruCalc 4.06 Bu: EVERGREEN DEVELOPMENT. -2- NANOVER LN., Pro tact: MOONLoc��atlon:�R1pCsETAIRIUELLI TCsj CHICO CA 95326 on: ' II -OS -2000 Summaru: Size:-2Z—,PTS 2x Fes, 12000 LNC =`FDoting has been designed without reinforcement. Footino Loads: `Live Load: Dead Load: PL= 2680 LB Total Load: PD= 1846 LB Ultimate factored load: PT= 4526526 LB Footing Proberties: Pu = bl,,, r, ► LB -Allowable soil bearina bressure: Effective soil bearina bressure: Qs= 1500 PSF Concrete compressive strength: Qe= F'c= 1350 PSF Selected Size: 2500 PSI Length: Width: L= 2.0 FT Area: W= 2.0 FT Ultimate bearina pressure: = AA= 4.0 SF Column Base Dimensions: 1185 PSF Lenath: Width: 1= 4.OD IN Footing Size Selection: w= 4.00 IN 'Required footina area: Area= 3.35 SF, Minimum footing size required: Footina debth based on shear stresses: -Selected Lreq= L35 FT footing det7th: D= 12.00 IN. Punching Stress Calculations: Critical berimeter. Punchina shear: Bo= 56,00- IN Punchina shear stress: Vul= vul= 4111 13 LB PSI Allowable bunching shear stress: vcl= 133 PSI Beam shear stress calculations: Beam shear: Beam shear stress: 1/u2= O LB Allowable beam shear stress: vu2= vu2= 0 0 PSI PSI Bending Reaulrements: Factored moment: Nominal moment strength: Mu= 148-16 IN -LB Mn= 65000 IN -LB Roof Beam[ 91 UBC (91 NDS) ] StruCalc 4.06 Bu: EVERGREEN DEVELOPMENT, 24 HANOVER LN. , CHICO,CA 95926 on: II -01-2000 ' Protect: MOON - Location:'RIDGiE"" Summaru: IP -1- 1`5:50 '5-50 IN" x 11:50T'IN'x 12.0- FT / #2 - DOUGLAS FIR -LARCH - Dru Use Section Adequate By: 13.990. Controlling. Factor: Section Modulus / Depth Required 8,12 In Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.01 IN = L/2185 Total Load: TLD= 0.11 IN = 1-/862 Reactions (Each End):. Live Load: RL= 168 LB Dead Load: RD= 1118 LB Total Load: RT= 1946 LB Bearing Length Regd.: BL= 0.51 IN Beam Data: Sean: L= 12.0 FT Maximum Unbraced Span: Lu= 1.33 FT Pitch Of Roof: RP= 12.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 160 Beam Loading: Live Load: LL= 16 PSF Side One: Roof Dead Load: DLI= 16 PSF Roof Rafter Tributaru Width: TWI= 8,0 FT Side Two: Roof Dead Load: DL2= 0 PSF Roof Rafter Tributaru Width: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Ad lusted Lenaths and Loads: Ad lusted Beam Length: Lad 1= 12.0 FT Beam Live Load W/ Slope Red'n: wL= 128 PLF Beam Self Walcht: BSW= 15 PLF Beam Total Dead Load: wD= 196 PLF Total Maximum Load: wT= 324 PLF Controllina Total Design Load: wTcont= 324 PLF Properties For: *2- DOUGLAS FIR -LARCH Bending Stress: Fb= 815 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticitu: E= 1300000 PSI Stress Pereendicular to Grain: Fc 625 PSI Adjusted Pronarties: -perp= Fb. (Tension): Fb'= 1005 PSI Adjustment Factors: Cd=1.15 C1=1.00 Cf=1.00 Fv�: Fv'= 98 PS[ Ad iustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 5839 FT -LB Shear (e d from beam end): V= 1635 " LB . Comparisons With Required Sections: Section Modulus: Srea= 69.8' IN3 S= 121.2 IN3 Area: Area= 25.1 IN2 A= 63.2 IN2L. Moment of Inertia: Irea= 145.6 IN4 1= 691.0 IN4 • • Uniformlu Loaded Floor Beam[ Sl UBC (91 NDS) I StruCalc 4.06 106.6 Bu: EVERGREEN DEVELOPMENT, 24 HANOVER LN. CHICO,CA 95926 on: II -0-1-2000 Pro lect: `MOON - Location: -STAIRWA* , Area= 38.4 Summaru: - A= 63.2 IN2 `5:50 IN x 11.50 IN x 12.0 FT / 02 - DOUGLAS FIR -LARCH - Dru Use 281.2 IN4 Section.Adequate Bg: 13.196 Controlling Factor: Section Modulus / Depth Required'10.18 In Deflections: IN4 Dead Load: DLD= 0.06 IN " Live Load: LLD= 0.16 IN = L/814 Total Load: TLD= 0.22 I> j= L1(648 Reactions (Each End): Live Load: RL= IS20 LB . Dead Load: RD= 668 LB Total Load: RT= 2588 LB Bearing Length Regd.: BL= 0.15 1N Beam Data: Stan: L= 120 FT Maximum Unbraced Shan: Luz 1.33. FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 12 PSF Side One: Floor Live Load: LL1= 40 PSF Tributaru Load St)an(Side One): TW1= 8.0 FT Side Two: Floor Live Load: LL2= O PSF Tributaru toad Stan(Side Two): TW2= 0.0 FT Live Load Duration Factor: Cd= 1"00: Wall Load: WALL- O PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= III. PLF Total Maximum Load: wT= 431 PLF Controlling Total Design Load: wTcont- 431 PLF Properties For: 102- DOUGLAS FIR -LARCH Bending Stress: Fb= 815 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticitu: E= 1300000 PSI Stress Pernendicular to Grain. Fc --perp= 625 PSI Adjusted, Proterties: Fb (Tension): Fb = 814 PSI Adjustment Factors: Cd=1.00 CI=1,00 Cf=I.00 Fv�: Fv,= 85, PSI Ad iustment Factors: Cd=1.00 Design Requirements: Maximum Moment: Shear (a d from beam end): Comparisons With Reauired Sections: Section Modulus: Area: Moment of Inertia: M= 1165 FT -LB V= 2115 LB . Srea= 106.6 IN3 S= 1202 IN3. Area= 38.4 IN2 A= 63.2 IN2 Irea= 281.2 IN4 1= 691.0 IN4 Floor Joist[ 91 UBC (91 NDS) I StruCalc 4.06 0 LB. Bu: EVERGREEN DEVELOPMENT, :24 HANOVER LN, , CHICO,CA 95926 on: 11-01-2000 Pro tact: MOON - Location::: ND, LVL FLR J- R2min-- 0 LB Summaru: 15.15 FT Lu= I.5O IN x 11.25 IN x 15..15 FT '0.,)6.00 O.C. / 02 - DOUGLAS FIR -LARCH - Dru Use. Section Adequate By: 23.49. ' Controlling Factor: Section Modulus / Depth Required 10.13 In, Def lections: L/ 360 IN3 Interior Shan Live Load: LLD- 0.19 IN = L/992 Interior Sean Total Load: TLD- 0.25 IN = 1-/163 Bearing Length Read.: BLI- 0.58 IN Bearing Length Regd,: BL2= 0,58 IN Equivalent Wail Loadings: PLF Fb- 815 Left End: WTL1= 409 PLF Riaht End: WTL2- 409 PLF Joist Reactions: Fb'= 1006 PSI Left End Total Load Reactions: Rlmax= 546 LB Right End Total Load Reactions: Joist Data: Shan: Maximum Unbraced. Lenath: Live Load Deflect. Criteria: Total Load Deflect, Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Reauired Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: "2- DOUGLAS FIR -LARCH Band i na Stress: Shear Stress: Modulus of Elasticitu: Stress Pereandicular to Grain: Adjusted Proeertles Fb, (Tension): Fv'. Adjustment Factors: Cd=1,00 Cf=1.00 Cr=1.15 Rlmin= 0 LB. R2max- 546 LB R2min-- 0 LB L= 15.15 FT Lu= 1.33 FT L/ 480 IN3 L/ 360 IN3 LL= 40 PSF Cd= 1.00 IN2 Ll..conc= 40 LB DL= 12 PSF wL= 53 PLF wD= 16 PLF Fb- 815 PSI Fv= 95 PSI E=1600000 PSI Fc -perp= 625 PSI Fb'= 1006 PSI Ad lustment Factors: Cd=1,00 Design Reaulrements: Maximum Shear: Note: Critical V created by combining all dead loads and Maximum Moment: Note: Critical M created bg combining all dead loads and Decking Information: Pluwood Thickness Pluwood is clued Moment Of Inertia Calculations For Glued Floor: Joist Area: Pluwood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus. Area: Moment of Inertia: Fv'= 95 PSI V= 546 LB w live loads. M= 2150 FT -LB w live loads. T= 0,15 IN A,lolat= 16.9 IN2 Aplu= 2.0 IN2 C= 6.26 1N ABOVE 5, Icomb= 242,4 IN4 Srea- 25.1 IN3 S= 31.6 IN3 Area= 8.1 IN2 A= 16.8 IN2 Irea= 1113 IN4 Icomb= 242.3 IN4 Sauare Footing Desian I S1 UBC (91 NDS) I StruCalc 4.06 ` Bu: EVERGREEN DEVELOPMENT. 24 HANOVER LN. ; CHICO,CA 95926 on: II -09-2000 Pro tact: MOON - Location5 DORh'(ER PTLD Summary: - `Size: 1.5 F7x_ 1 SFTx12:QDuIN. = Footing has been designed -wit h ut` reinforcement. Footina Loads: 'Live Load: PL= l56 LB Dead Load: PD= 400 LB Total Load: PT= 1156 LB Ultimate factored load: Pu= 1845 LB Footina ProkDarties: 'Allowable soil baaring tDrassura: Qs= 1500 PSF Effective soil bearing t!:orassura: Qe= 1350 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Lanath: L= i.5FT Width: W=1:5FT Area: A= 2.25"'" SF Ultimate bearing tressure: Qu= 820 PSF Column Base Dimensions: Langth: f= 4.00 IN Width: Footina Size Selection: w= 4.00 IN ` 'Required footing area: Area= 0.86 SF Minimum footing aize reauired: Lreq= 0.93 FT Footina dat Ah based on shear stresses: 'Selected footing detAh, D= 12,00 IN Punching Stress Calculations: Critical toerlmeter: Bo= 56.00 IN Punchina shear: Vul= 129." LB Punchina shear stress: vul= 2 PSI Allowable kDunchina shear stress: vcl= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 0LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 6l PSI Bending Racuiremants: Factored moment: Mu. 2512 IN -LB Nominal moment strength: Mn= 48150 IN -LB APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL, PERMIT CLEARANCE Permit #: (yl1L (t)Ci ' `%U 5� `r Date: Genera/Inlbrmadon imp n� AP*: Owners Name: �C,1M�fv,�:Ntn pri Y, Parcel Acreage: Owners Address: Building Site Address: LIAL �"a M t �n�, c O Pf periyInformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic_ ❑ Well ❑ Other Zone District: Date of Zoning Ordinance: �bPv<�11u_ General Plan: Q. Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement 41 No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area (� No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone �No ❑ Yes, check use JNo _ Floodplain T" ❑ Y� Zone: Panel Number: ��n k b �i C f4 5105 C ❑ Watershed Protection Zone `t'` No Yes Proposed Use Complies With: General Plan lZoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Fames Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front Side Side street Rear Heiaht Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Map Date of Recording: 5 3 Lot: Block: Book: Page: V'1 — M Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: 1- T j CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: MOON Run: 357 15 -Nov -00 Project Address: WALNUT TREE LN MOON CHICO.CA Building Title: MOON Buildig Permit # Document Author: SCOTT JACKSON �� — 2 gQ Telephone: 530-894-5590 Plan Check / }pate Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ------------------------------------------------ GENERAL INFORMATION Conditioned Floor Area: 2154 ft2 Average Ceiling Height: 8'0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 300 deg (West) Glazing Area, %.of Floor Area: 15.1% Average Fenestration U-Value:0.51 Average Fenestration SHGC: 0.70 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type ----------------------- R -value -------- R -value R -value U -value Location/Comments Door 0 -- -------- 3.03 -------- 0.330 ----------------------- Unconditioned Door 0 -- 3.03 0.330 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Attic Wall 19 0 15.38 0.065 Outside Wall 13 0 11.36 0.088 Attic Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 13 0 11.36 0.088 Attic Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 15 0 12.35 0.081 Outside Ceiling 30 0 32.26 0.031 Attic Floor 19 0 27.03 0.037 Crawlspace Floor 19 0 27.03 0.037 Unconditioned / ABOVE G Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned,",. ' FLOOR TYPES AND AREAS JUI-M 00M I K),01 LING DEPA 'j. Construction Type Area (ft2) Conditioned? Exterior_ Conditions/Descripti ------------------------------- -------------- -----� - -- Non -Slab 1350 Yes Crawls ac - Non -Slab 312 Yes Unconditioned / ABOVE GAR .' w CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: MOON Run: 357 15 -Nov -00 FENESTRATION HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Area U- Energy Interior. Exterior Overhang Orientation ----------------- Htrs ---- (ft2) value Panes Standard—Gas Standard Shading Shading and Fins Window West ----- 90.0 ----- ----- 0.480 2 ---------- Standard ---------- BugScrn -------- Overhang Window South 24.0 0.480 2 Standard BugScrn Overhang Window South 40.2 0.650 2 Standard BugScrn Overhang Window East 120.0 0.480 2 Standard BugScrn Overhang Window East 18.1 0.650 2 Standard BugScrn Overhang Window East 4.0 0.480 2 Standard BugScrn Overhang Window North 12.0 0.480 2 Standard BugScrn None Skylight 16.0 0.500 2 Standard BugScrn None THERMAL MASS Area Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- Location/Comments ----------------------------------=----- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ Standard—Gas Standard StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS MISC System Name Standard Gas Solar savings fraction ------------- Solar system type ------------ WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) StandardGas 76% -- 36.00 Wood stove Wood stove boiler? boiler pump? No No Pilot Standby. Tank Light Loss R -value hudzUE COMY -------------- ------ ROVED :y CERTIFICATE OF COMPLIANCE: Residential. Page 3 CF -1R Project Title: MOON Run: 357 15 -Nov -00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, and Notes section. 7 CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: MOON Run: 357 15 -Nov -00 DESIGNER OR OWNER SCOTT JACKSON EVERGREEN DEVELOPMENT 24 HANOVER LN CHICO, CA., 95926 530-894-5590 Certif is ion # Signed v Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT 389 ste. A Connors Ct. Chico Cal. 530-894-5590 rz,l �4 Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: MOON Run: 357 15 -Nov -00 Project Address: WALNUT TREE LN MOON CHICO.CA Building Title: MOON Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 26.35 Space Cooling 16.45 Water Heating 12.45 Total Wall 55.25 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 2154 17232 OPAQUE SURFACES Surface Area Type- ----- - (ft2) Zone = HOUSE Slr Gns Door 20.0 Door 20.0 Wall 188.0 Wall 240.0 Wall 154.0 Proposed Design --------------- 23.95 14.09 12.45 -------- Complies 50.49 Yes 2154 ft2 8'0" ft -in SFD Single Family Detached 300 deg (West) 15.1% 0.51 0.70 1.00 2 Raised floor 1 17232 ft3 1662 ft2 Type ------------- Conditioned Vent Thermostat Height Type (ft) CEC Standard 810" U- value Insl Rval Total Rval Tru Azm Tlt Slr Gns Construction s r Type-------- ----- 0.330 0.330 0.088 ---- 0 0 13 ----- 3 3 11 --- 300 300 300 --- 90 90 90 --- No Yes No CEC_30-Wood CEC_30-Wood W13.2x4.16 --- - ------- VW ��'W Unc ditioned ani 6%(ondiftlo'* 0.065 19 15 300 90 Yes W19.2x6.16 Outside 0.065 19 15 300 90 Yes W19.2x6.16 Attic 0 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- MOON Run: 357 15 -Nov -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru FRTG1 Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Wall 178.8 0.065 19 15 210 90 Yes W19.2x6.16 Wall 245.0 0.088 13 11 210 90 Yes W13.2x4.16 Wall 56.0 0.065 19 15 210 90 Yes W19.2x6.16 Wall 401.9 0.065 19 15 120 90 Yes W19.2x6.16 Wall 259.0 0.088 13 11 120 90 Yes W13.2x4.16 Wall 199.0 0.065 19 15 30 90 Yes W19.2x6.16 Wall 56.0 0.065 19 15 30 90 Yes W19.2x6.16 Wall 153.0 0.081 15 12 30 90 Yes W15.2x4.16 Ceiling 1381.0 0.031 30 32 -- 0 Yes R30.2x4.24 Floor 1350.0 0.037 19 27 -- 180 No FC19.2x8.16 Floor 312.0 0.037 19 27 -- 180 No FC19.2x8.16 PERIMETER LOSSES Perimeter Type Zone = HOUSE Exposed Exposed Length F2 Insul (ft) Factor R-val -------- ------ ----- 129'0" 0.756 34'0" 0.507 FENESTRATION SURFACES Fenestration 300 Name -------------- Type ---- Zone = HOUSE DBL -VINYL FRTG1 Wind FRTG2 Wind FRTG3 Wind FRTG4 Wind FRTG5 Wind RGTG1 Wind RGTG2 Wind RGTG3 Wind RGTG4 Wind BACKGI Wind BACKG2 Wind BACKG3 Wind BACKG4 Wind BACKG5 Wind BACKG6 Wind BACKGI Wind LFTG1 Wind BACKG8 Wind 2X2_SKYLT Skyl Area Tru (ft2) Azm Tlt Location/Comments Outside Attic Outside Outside Attic Outside Outside / Outside Attic Crawlspace Unconditioned / ABOV Insul Depth (in) Location/Comments ------ ---------------------------------- 0 16 Outside -- -- Unconditioned Glazing Open Frame Charactr Type Type Name ------- --'------ ------------ ---------------- Comments 15.0 300 90 Slider Vinyl DBL -VINYL 15.0 300 90 Slider Vinyl DBL -VINYL 15.0 300 90 Slider Vinyl DBL -VINYL 15.0 300 90 Slider Vinyl DBL -VINYL 30.0 300 90 Slider Vinyl DBL -VINYL 12.0 210 90 Slider Vinyl DBL -VINYL 12.0 210 90 Slider Vinyl DBL -VINYL 20.1 210 90 Hinged WdDoor DBL-CLR 20.1 210 90 Hinged WdDoor DBL-CLR 15.0 120 90 Slider Vinyl DBL -VINYL 15.0 120 90 Slider Vinyl DBL -VINYL 15.0 120 90 Slider Vinyl DBL -VINYL 15.0 18.1 120 120 90 90 Slider Hinged Vinyl Wood DBL -VI D3.- Z,R, z 4.0 120 90 Fixed Metal DB y S BLOCK ® 30.0 120 90 Slider Vinyl DBL VI YL 12.0 30 90 Slider Vinyl DBL RED 30.0 120 90 Slider Vinyl DBL -V N 4.0 -- 0 Fixed Vinyl DBL.VY.SKY COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: MOON Run: 357 15 -Nov -00 FENESTRATION SURFACES continued OVERHANGS Fenestration -------------------------- Glazing Above Fenestration Right Area Tru Height Open Frame Charactr Depth Name ------------------ Type (ft2) Azm Tlt Type Type Name Comments 2X2SKY-2 Skyl ----- 4.0 --- -- --- 0 ------- Fixed -------------------- Vinyl DBL.VY.SKY --------------- SKY3 Skyl 4.0 -- 0 Fixed Vinyl DBL.VY.SKY 4" SKY4 Skyl 4.0 -- 0 Fixed Vinyl DBL.VY.SKY 710" GLAZING CHARACTERISTICS 4" 22'0" 710" FRTG4 Glazing 310" 710" Interior SHGC 4" SHGC Charactr Glazing # of U- 610" Shade Type Int Exterior Ext Name ------------ Type --------- Panes ----- value ----- SHGC ------ See notes Shade ---------- ------ Shade Type ---------- Shade DBL-VINYL Clear 110" 2 0.480 0.720 Standard 0.680 BugScrn ------ 0.7.57 DBL-CLR Clear 2 0.650 0.720 Standard 0.680 BugScrn 0.757 DBL.VY.SKY Tinted 2 0.500 0.720 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ FRTG1 ------ 510" ------ 310" ------ 710" --------- 4" --------- 21811 --------- 26'4" FRTG2 510" 310" 7'0" 4" 518" 2314" / FRTG3 510" 310" 710" 4" 22'0" 710" FRTG4 510" 310" 710" 4" 25'0" 410" FRTG5 510" 610" 11 0" 314" 416" 13'6" RGTG1 41011, 3'0" 110" 3'4" 219" 12'3" RGTG2 4'0" 310" 110" 314" 13'0" 2'0" RGTG3 6'8" 310" 810" 4" 2'10" 16'8" RGTG4 618" 3'0" 81 0" 4" 5110" 1318" BACKGI 510" 310" 12'0" 4" 513" 113" BACKG2 510" 310" 710" 4" 12'10" 41'2" BACKG3 510" 3'0" 710" 4" 15'10" 3812" BACKG4 310" 510" 710" 4" 24'6" 27'6" BACKG5 618" 2'8" 7'0" 4" 326" 21'10" BACKG6 110" 410" 7'0" 4" 41'0" 1210" BACKG7 510" 610" 710" 4" 49'0" 210" BACKG8 510" 610" 110" 3'4" 416" 5'6" FINS --------- Left -Fin --���Right Finn Fenestration Exten Distte�7ist Yha -------------------------- Fin Fin above to FGFn ove to Name-------- Height Width Depth Height glzng glzing Dep; Height <.`,glzing ------ ------ ------ ------ ----- ---- None COMPUTER METHOD SUMMARY Page 4 C -2R' Project Title: MOON Run: 357 15 -Nov -00 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GASFURN..80 Furnace 0.80 AFUE Attic R-4.2 ACsplitl2 Air cond. -- central split 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ----- Standard—Gas Standard StandardGas Storage gas 1 0.52 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ _ StandardGas 76% -- 36.00 -- -- j -/-j COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- MOON Run: 357 15 -Nov -00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number -run (ft) diam (in) thck (in), R -value -------------- ------------- ------ -------- --------- --------- ----_=- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to'be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. -------------------------------------------------------------------------------- p'.. MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR Page 1 Document Author : Evergreen Development 530-894-5590. Climate Zone l l Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. fill insulation manufacturer's labeled R -Value. 150(b) Loose *150(c): Minimum R-13 wall insulation in wood framed walls or apply equivalent U -value in metal frame walls (does not to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. no N�A 150(i): Slab edge insulation - water absorption rate greater rate no greater than 2.0 than 0.30, water vapor transmission ✓ perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. Products, Exterior Doors and Infiltration/ 116-17: Fenestration exfiltration controls windows between conditioned and unconditioned 1. Doors and spaces designed to limit air leakage. (except field fabricated) have 2. Fenestration products label with certified U -value', certified solar heat gain coefficient,.and infiltration certification. all joints 3. Exterior doors and windows weatherstripped; and sealed. ✓ and penetrations caulked 150(8): Vapor barriers mandatory in Climate Zones 14 and 16— only. 150(f): Special infiltration barrier installed to comply with A Sec. 151 meets Commission quality standards. of Fireplaces, Decorative Gas Appliances —� 150(e): Installation and Gas Logs 1. Masonry and factory -built 'fireplaces have: a. Closeable metal or glass'door intake with damper and control b. Outside air c. Flue damper and contrast ✓ 2. No continuous burning g pilots allowed. WMATORY NI.EASURES CHECKLIST; RESIDENTIAL MF -IR Page 2 Document Author - Evergreen Development 530-894-5590. Climate Zone I I SPACE CONDITIONING, WATER IIEATING AND PLUMBING SYSTEM MEASURES Design- er 110-113:.I-IVAC-equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASI-IRAE, SMACNA or RCCA. . 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150 (j) : Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (P.-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other_ indirect hot water tanks.have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. S. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable -requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2.. Exhaust- fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off. switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional -inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). Enforce- ment A� _ r MANDATORY MEASURES CHECKLIST: RESIDENTIAL M:F-1R Page 3 Document Author : Evergreen Development.'530-894-5590. Climate Zone 11 LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of '40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. i Design- Enforce- er ment x Design- Enforce- er ment I 11I:A ► I$w1*9Z[lelf:I11115 OILSLe J General Data UUIUUUM UNI UV TTP024C100A POWER CONNS.-V/PH/HZ 2001230/1/60 MIN. BRCH. CIA. AMPACITY OD 14 BR. CIA. l MAX.(AMPS) 25 PROT. RTG. f RECMD. (AMPS) 20 NOISE RATING (DECIBELS) OO 78 COMPRESSOR CLIMATUFF0 NO. USED - NO.SPEEDS 1-1 VOLTS/PH/HZ 200/230/1/60 R.L. AMPS - L.R. AMPS 10.0-62 BRCH. CIA. SELEC. CUR. AMPS 11.0 OUTDOOR FAN -TYPE PROPELLER DIA. (IN.) • NO. USED 22-1 TYPE DRIVE - NO. SPEEDS DIRECT - 1 CFM @ 0.0 IN. W.G. O 2228 NO. MOTORS - HP 1-1/12 MOTOR SPEED R.P.M. 825 VOLTS/PH/HZ 200/230/1/60 FL. AMPS 0.50 OUTDOOR COIL -TYPE SPINE FINTM ROWS - F.P.I. 1-24 FACE AREA (SO. FT.) 20.32 TUBE SIZE (IN.) 318 REFRIGERANT INDOOR AIRFLOW (CFM) SYSTEM POWER (KW) SEER (BTUMIATTHR.) LBS. -R-22 (O.D. UNIT) @ 6 -LBS. FACTORY SUPPLIED YES LINE SIZE - IN. O.D. GAS @ 3/4 LINE SIZE - IN. O.D. LIO. @ - 516 FCCV - RESTRICTOR ORIFICE SIZE 0.059 DIMENSIONS H X W X D OUTDOOR UNIT - CRATED (IN.) 33 X 34-3/4 X 30-1/2 UNCRATED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS.) 207 NET (LBS.) 194 O CERTIFIED IN ACCORDANCE WITH A.R.I. STANDARD 210/240. @ RATED IN ACCORDANCE WITH A.R.I. STANDARD 270. `,p ,,EDT04p p C c� o J , `Od E � n i F 9��ST4NpFP010 u OO CALCULATED IN ACCORDANCE WITH NATL. ELECTRIC CODE. SUITABLE FOR USE WITH HACR CIRCUIT BREAKERS OR FUSES. O STANDARD AIR - DRY COIL - OUTDOOR © THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEEW^ CONDENSING UNIT NAMEPLATE AND SERVICE INSTRUCTION. COOLING @ MAX. LINEAR LENGTH 80 FT; MAX. LIFT - SUCTION 60 FT; MAX. TXA036C4 LIFT - LIQUID 60 FT. FOR GREATER LENGTH REFER TO TXCO24C4 REFRIGERANT PIPING MANUAL PUB. NO. 22-3238-02. CCBA30A4ACC *PENT 40 U U O C ( L ��ryO Fon VU01•r, Pub. No. 22-1660-04-0199 (EN) CONDENSING UNIT WITH COOLING COILS TXA036C4 TXA037C4 TXCO24C4 CCBA24A4ACC CCBA30A4ACC CCBB30A4ACC CUBA24A4ACC CUBA30A4ACC CUBB30A4ACC TXA024C4 EXPANSION TYPE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE CHG TO 59 RATINGS (COOLING) O BTUH (TOTAL) 24000 24600 24800 24600 25200 25200 BTUH (TOTAL) 23400 23200 24200 23400 23200 24200 24000 BTUH (SENSIBLE) 15200 15600 17300 15200 15600 17300 15600 INDOOR AIRFLOW (CFM) SYSTEM POWER (KW) SEER (BTUMIATTHR.) 800 2.26 10.60 890 2.21 11.00 900 2.23 11.50 800 2.26 1060 890 2.21 1100 900 2.23 1150 800 2.23 1100 2.23 SEER (BTUM/ATTHR.) 11.10 11.10 11.10 11.10 11.20 1120 Pub. No. 22-1660-04-0199 (EN) TXA025C4 TXA030C4 TXA031C4 TXA035C4 TXA036C4 TXA037C4 TXCO24C4 EXPANSION TYPE CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 RATINGS (COOLING) O BTUH (TOTAL) 24000 24600 24800 24600 25200 25200 24000 BTUH (SENSIBLE) 16200 16600 17500 16600 17900 17900 15600 INDOOR AIRFLOW (CFM) 800 900 900 900 900 900 800 SYSTEM POWER (KW) 2.21 2.28 2.29 2.28 2.30 2.30 2.23 SEER (BTUM/ATTHR.) 11.10 11.10 11.10 11.10 11.20 1120 1100 Pub. No. 22-1660-04-0199 (EN) TXCO24D4 TXCO25C4 TXCO25D4 TXC030C4 TXC030D4 TXC031C4 TXC031D4 EXPANSION TYPE CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 RATINGS (COOLING) O ( BTUH (TOTAL) 24000 24000 24000 24600 24600 24800 24800 BTUH (SENSIBLE) 15600 16200 16200 16600 16600 17500 1750(r INDOOR AIRFLOW (CFM) 800 800 800 900 900 900 900 SYSTEM POWER (KW) 2.23 2.21 2.21 2.28 2.28 2.29 2.29 SEER (BTU/WATTHR.) 11.00 11.10 11.10 11.10 11.10 11.10 11.10 'See page 24 for combinations with Auxiliary Devices. Pub. No. 22-1660-04-0199 (EN) MAKE® SERVICE PANEL —� ELECTRICAL AND REFRIGERANT COMPONENTS CLEARANCES PER PREVAILING CODES. Dimensions TTP018-060 OUTLINE DRAWING NOTE: ALL DIMENSIONS ARE IN MM (INCHES) C I 229 191 GAS LINE BALL SERVICE VALVE. I� BALL 1/4 TURN'T"0.0. FEMALE I I BRAZED CONNECTION WITH 1/4" SAE 127 151 FLARE PRESSURE TAP FITTING. LIQUID LINE SERVICE VALVE, 41 1151 'E" O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE 60 12 3/81 PRESSURE TAP FITTING. FIG. 2 MODELS B -i I A B C I Is—TOP DISCHARGE AREA SHOULD BE TTP018C 2 727 (28-5/8) UNRESTRICTED FOR AT LEAST FIVE 151 730 (28-3/4) 5/8 175 168 I TTP024C 2 82 (3233/4) (32-7/8) FEET ABOVE UNIT. UNIT SHOULD BE PLACED SO ROOF RUN-OFF WATER DOES NOT POUR DIRECTLY ON UNIT. 3/4 5116 TTP030D 248 193 1 22 111 1 730 (28-3/4) ^�F7 5/16 TTP036D 2 AND SHOULD BE AT LEAST 305 112"1 FROM WALL AND ALL SURROUNDING 835 (32-7/8) 730 (28-3/4) 4 4 TTP042C 2 II I� �� I 987 (38-7/8) 883 (34-3/4) I SHRUBBERY ON TWO SIDES. OTHER TTP048D 2 940 (37) (3887/8) (3483/4) 1-1/8 I II I TTP060D 2 I TWO SIDES UNRESTRICTED. (34-3/4) 1-1/8 3/8 �I II II 7 28.6 11-I/81 DIA. K.O. WITH 22.2 17/81 DIA. HOLE II II I I� A ? ELECTRIC POWER SUPPLY I 210 t8 I 4 121 14 3/41 II II I lu. 51 t21 GAS LINE SERVICE VALVE, Y.O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. LIQUID LINE SERVICE VALVE, "E"O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING.' 1 I 229 191 GAS LINE BALL SERVICE VALVE. I� BALL 1/4 TURN'T"0.0. FEMALE I I BRAZED CONNECTION WITH 1/4" SAE 127 151 FLARE PRESSURE TAP FITTING. LIQUID LINE SERVICE VALVE, 41 1151 'E" O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE 60 12 3/81 PRESSURE TAP FITTING. FIG. 2 MODELS FIG. NO. A B C D E TTP018C 2 727 (28-5/8) 5 (3237/8) 730 (28-3/4) 5/8 1/4 TTP024C 2 82 (3233/4) (32-7/8) 730 (28-3/4) 3/4 5116 TTP030D 2 1032 .(40-5/8) 5 (3237/8) 730 (28-3/4) 3/4 5/16 TTP036D 2 1032 (40-5/8) 835 (32-7/8) 730 (28-3/4) .7/8 3/8 TTP042C 2 940 (37) 987 (38-7/8) 883 (34-3/4) 7/8 3/8 TTP048D 2 940 (37) (3887/8) (3483/4) 1-1/8 3/8 TTP060D 2 940 (37) (3887/8) (34-3/4) 1-1/8 3/8 From Dwg. 21 D147561 Rev. 11 32 Pub. No. 22-1660-04-0199 (EN) III :A 0 lowleai [0011la1L Ell LSL• General Data tki TIfANE OUTDOOR UNIT O® TTP024C100A POWER CONNS.-V/PH1HZ 200/230/1160 MIN. BRCH. CIR. AMPACITY O 14 BR. CIR. j MAX.(AMPS) P5 PROT. RTG. f RECMD. (AMPS) 20 NOISE RATING (DECIBELS) O 78 COMPRESSOR CLIMATUFF® NO. USED• NO. SPEEDS 1-1 VOLTS/PH/HZ 2001230/1160 R.L. AMPS - L.R. AMPS 10.0-62 BRCH. CIR. SELEC. CUR. AMPS 11.0 OUTDOOR FAN -TYPE PROPELLER DIA. (IN.) - NO. USED 22-1 TYPE DRIVE - NO. SPEEDS DIRECT - 1 CFM @ 0.0 IN. W.G. O 2228 NO. MOTORS - HP 1-1/12 MOTOR SPEED R.P.M. 825 VOLTS/PH/HZ 200/230/1/60 F.L. AMPS 0.50 OUTDOOR COIL -TYPE SPINE FINTM ROWS - F.P.I. 1-24 FACE AREA (SQ. Fr.) 20.32 TUBE SIZE (IN.) 3/8 REFRIGERANT 800 LBS. - R-22 (O.D. UNIT) 6 -LBS. FACTORY SUPPLIED YES LINE SIZE - IN. O.D. GAS © 314 LINE SIZE - IN. O.D. LIO. © 5116 FCCV - RESTRICTOR ORIFICE SIZE 0.059 DIMENSIONS H X W X D OUTDOOR UNIT - CRATED (IN.) 33 X 34-3/4 X 30-112 UNCRATED SEE OUTLINE DWG. WEIGHT 11.00 SHIPPING (LBS.) 207 NET (LBS.) 194 O CERTIFIED IN ACCORDANCE WITH A.R.I. STANDARD 210/240. ® RATED IN ACCORDANCE WITH A.R.I. STANDARD 270. `�Pt�f�EU tO dA, S a n F tvnfi TANDA0 O O CALCULATED IN ACCORDANCE WITH NATL. ELECTRIC CODE. SUITABLE FOR USE WITH HACR CIRCUIT BREAKERS OR FUSES. O STANDARD AIR - DRY COIL - OUTDOOR ® THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE CCBA24A4ACC UNIT NAMEPLATE AND SERVICE INSTRUCTION. CCBB30A4ACC © MAX. LINEAR LENGTH 80 FT; MAX. LIFT - SUCTION 60 FT; MAX. CUBA30A4ACC LIFT - LIQUID 60 FT. FOR GREATER LENGTH REFER TO TXA024C4 REFRIGERANT PIPING MANUAL PUB. NO. 22-3238-02. FIXED ORIFICE �C�°e"Tue o LCIQ Pueop O UL CONDENSING UNIT WITH COOLING COILS Pub. No. 22-1660.04-0199 (EN) CCBA24A4ACC CCBA30A4ACC CCBB30A4ACC CUBA24A4ACC CUBA30A4ACC CUBB30A4ACC TXA024C4 EXPANSION TYPE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE CHG TO 59 RATINGS (COOLING) O CHG TO 59 ® RATINGS (COOLING) O BTUH (TOTAL) 23400 23200 24200 23400 23200 24200 24000 BTUH (SENSIBLE) 15200 15600 17300 15200 15600 17300 15600 INDOOR AIRFLOW (CFM) 800 890 900 800 890 900 800 SYSTEM POWER (KW) 2.26 2.21 2.23 2.26 2.21 2.23 2.23 SEER (STUMIATTHR.) 10.60 11.00 11.00 11.50 11.50 1060 1060 1100 1100 1150 1150 110010.60 1100 Pub. No. 22-1660.04-0199 (EN) TXA025C4 TXA030C4 TXA031C4 TXA035C4 TXA036C4 TXA037C4 TXCO24C4 EXPANSION TYPE CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 RATINGS (COOLING) CHG TO 59 ® RATINGS (COOLING) O BTUH (TUiALI 24CCO 2460.) 24300 24WO 25200 25200 21000 BTUH (SENSIBLE) 16200 16600 17500 16600 17900 17900 15600 INDOOR AIRFLOW (CFM) 800 900 900 900 900 900 800 SYSTEM POWER (KW) 2.21 2.28 2.29 2.28 2.30 2.30 2.23 SEER(BTUMIATTHR.) 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11 20 11 20 1120 1120 110011.10 1100 SEER(BTUMIATTHR.) 11.00 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.1011.00 11.10 Pub. No. 22-1660.04-0199 (EN) TXCO24D4 TXCO25C4 TXCO25D4 TXC030C4 TXC030D4 TXC031C4 TXC031D4 EXPANSION TYPE CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 CHG TO 59 ® RATINGS (COOLING) O BTUH (TOTAL) 24000 24000 24000 24600 24600 24800 24800 BTUH (SENSIBLE) 15600 16200 16200 16600 16600 17500 17500 INDOOR AIRFLOW (CFM) 800 800 800 900 900 900 900 SYSTEM POWER (KW) 2.23 2.21 2.21 2.28 2.28 2.29 2.29 SEER(BTUMIATTHR.) 11.00 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.10 11.1011.00 11.10 'See page 24 for combinations with Auxiliary Devices. Pub. No. 22-1660.04-0199 (EN) " k rRM E® SERVICE PANEL —� ELECTRICAL AND REFRIGERANT COMPONENTS CLEARANCES PER PREVAILING CODES. 175 168 1 248 (94 1 22 11q 1-• 28.6 II -1/8) DIA. K.O. WITH 22.2 17/81 DIA. HOLE ELECTRIC POWER SUPPLY 22.2 17/81 DIA. HOLE LOW VOLTAGE T 210 (8-L 1 f 121 14 3/41 51 121 229 191 41 118 1 Dimensions TTP018-060 OUTLINE DRAWING NOTE: ALL DIMENSIONS ARE IN MM (INCHES) C B -{ I I 10 TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEASTFIVE 151 I FEET ABOVE UNIT UNIT SHOULD BE II jl I I! II II I! !I I! !! II !I u u PLACED SO ROOF RUN-OFF WATER DOE. ECTLY ON UNIT, t AANNDSNOT POUR SHOULD BE AOTRLEAST 05 112"1 }' FROM WALL AND ALL SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED. I A I i GAS LINE SERVICE VALVE. \— -D"O.D. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. LIQUID LINE SERVICE VALVE, "E"0.0. FEMALE BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. FIG. 1 !i j Gj)AS LINE BALL SERVICE VALVE. BALL 1/4 TURN ""O.D. FEMALE ( BRAZED CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. LIQUID LINE SERVICE VALVE, E" O.D. Fr MALE BRAZED CONNECTION WITH 1/4" SAE FLARE 60 12 3/81 PRESSURE TAP FITTING. FIG. 2' MODELS FIG. NO. A B C D E TTP018C 2 727 (28-5/8) 835 (32-7/8) 730 (28-3/4) 5/8 1/4 TTP024C 2 832 (32-3/4) 835 (32-7/8) 730 (28-3/4) 3/4 5/16 TTP030D 2 1032 (40-5/8) 835 1(32-7/8) 730 (28-3/4) 3/4 5/16 TTP036D 2 1032 (40-5/8) 835 (32-7/8) 730 (28-3/4) 7/8 3/8 TTP042C 2 940 (37) 987 (38-7/8) 883) (34-3/4 7/8 3/8 TTP048D 2 (40 3.7) 97 (38$7/8) 83 (3483/4) 1-1/8 3/8 TTP060D 2 940 1 (37) 987 (38-7/8) 883 (34-3/4) 1-1 /8 3/8 From Dwg. 21 D 147561 Rev. 11 32 Pub. No. 22-1660-04-0199 (EN) i Indoor Coil Manufacturers August 1, 1997 - January 31,1998 ARI STANDARD RATINGS AC -499 Foot Model Cooling Btuh/ CapacityI Foot Model Cooling Btuh/ Capacity Notes) Designation Cost- Watt (MBtuh) Note(s) Designation Cost** Watt (MBtuh) Condensing Unit Coll Trane (Continued) TTN030C-C HAI1230+TD $ 204 12.00 29.4 TTNO30C-C HA10436+TD $ 204 12.00 29.4 TTN030C-C HAO4436+TD $ 204 12.00 29.4 TTN030C-C HH58248 $ 212 11.50 29.4 TTN030C-C HA11230 $ 212 11.50 29.4 TTN030C-C HH54248+TD $ 212 11.50 29.4 TTN030C-C HA0923D+TD $ 212 11.50 29.4 TTN030C-C HA04242+TD $ 212 11.50 29.4 TTN030C-C HAO4436 $ 212 11.50 29.4 TTN030C-C HA09230 $ 222 11.00 29.4 TTN030C-C HH52236 $ 222 11.00 29.4 TTN036C HH51236+TD $ 258 11.00 34.2 TTN036C HAO3236+TD $ 264 11.00 35.0 TTNO36C HAO4236 $ 264 11.00 35.0 TTN036C HH52236+TD $ 266 11.00 ` 35.2 TTNO36C HAO7436+TD $ 251 12.00 36.2 TTNO36C HA12436+TD $ 251 12.00 36.2 TTNO36C HA10436+TD $ 251 12.00 36.2 TTNO36C HH58248+TD $ 262 11.50 36.2 TTN036C HA11242+TD $ 262 11.50 36.2 TTN036C HH54248+TD $ 273 11.00 36.2 TTNO42C HA04242+TD $ 306 11.00 40.5 TTNO42C HA05248+M $ 310 11.00 41.0 TTNO42C HA15460+TD $ 287 ' 12.00 41.5 TTNO42C HA15448+TD $ 287 12.00 41.5 TTN042C HA1244B+TD $ 287 12.00 41.5 TTNO42C HH60260 $ 300 11.50 41.5 TTNO42C HA13248 $ 314• 11.00 41.5 TTNO42C HH58248 $ 314 11.00 41.5 TTNO42C HH54248 $ 314 11.00 41.5 TTNO42C HA06248 $ 314 11.00 41.5 TTN048C HAO5248+TD $ 351 11.00 46.5 TTN048C HH60260 $ 329 12.00 47.5 TTN048C HH54248+TD $ 343 11.50 47.5 TTN048C HH54248 $ 359 11.00 47.5 TTNO48C HA06248+TD $ 359 11.00 47.5 TTNO48C HA1526040 $ 336 12.00 48.5 TTNO48C HA15460+TD $ 336 12.00 48.5 TTN048C HA15448+TD $ 336 12.00 48.5 TTNO48C HAI 3248 $ 366 11.00 48.5 TTN048C HH58248+TD $ 366 _ 11.00 48.5 TTNO60C HA15460+TD $ 431 11.00 57.0 TTN060C HA78460+TD $ 434 11.00 57.5 TTN060C HM92460+TD $ 442 11.00 58.5 TTN060C HH62460+TD $ 449 11.00 59.5 TTN060C HM93460+TD $ 434 11.50 60.0 TTN060C HA79460+TD $ 437 11.50 60.5 TTP018C HA01418+TD $ 111 12.00 16.0 TTP018C HH5122440 $ 114 12.00 16.4 TTP018C HAI 143640 $ 109 13.00 17.0 TTP018C HA12436+TD $ 109 13.00 17.0 TTP018C HA10436+TD $ 109 13.00 17.0 TTP018C HAO4242+TD $ 118 12.00 17.0 TTPO/8C HH52236+TD $ 118 12.00 17.0 TTP018C HAD4236+TD $ 118 12.00 17.0 TTP018C HAO1424+TD $ 118 12.00 17.0 TTP024C HA02424+TD $ 159 12.00 23.0 TTP024C HH51224+TD $ 161 12.00 23.2 rTTP024C--HA11436+TD -1 ------ $ 153 13.00 24.0, i TTP024C _ HA12436+TD 24:0 TTP024C HH58436+TD $ 153 13.00 24.0 TTP024C HH59436+TD $ 153 13.00 24.0 TTP024C HAI 2436 $ 153 13.00 24.0 TTP024C HA10436 $ 160 12.50 24.0 TTP024C HH52236+TD $ 166 12.00 24.0 7TP024C HAO4236+TD $ 166 12.00 24.0 TTP024C HAO4236+TD $ 166 12.00 24.0 TTP024C HA0424MD $ 166 12.00 24.0 TTP024C HA03436+1`0 $ 166 12.00 24.0 TTP024C HAO9424 $ 166 12.00 24.0 TTP030C HAO3436+TD $ 195 12.00 28.2 TTP030C HA0343041) $ 197 12.00 28.4 TTP030C HA12436+T0 $ 183 13.00 28.6 TTP030C HA13436+TD $ 183 13.00 28.6 TTP030C HH58436+TD $ 1B3 13.00 28.6 TTP030C HH59436+TD $ 183 13.00 28.6 TTP030C HAI I436+TD $ 183 13.00 28.6 TTP030C HA10436+TD $ 183 13.00 28.6 TfP030C HA13436 $ 190 12.50 28.6 Condensing Unit Coll Trane (Continued) TTP030C HH58248+TD $ 198 12.00 28.6 TTP030C HH54248+TD $ 198 12.00 28.6 TTP030C HAO6248+TD $ 198 12.00 28.6 TTP030C HAO5248+TD $ 198 12.00 28.6 TTP030C HH52236+TD $ 198 12.00 28.6 TTP030C HAD4242+TXV $ 198 12.00 28.6 TTP030C HAO4236+TXV $ 198 12.00 28.6 TTP036C HH52236+TXV+TD $ 244. 12.00 35.2 TTP036C HA05248+TD $ 245 12.00 35.4 TTP036C HA11436+TD $ 239 12.50 36.0 TTP036P HA14436+TD $ 231 13.00 36.2 TTP036C HA13436+TD $ 231 13.00 36.2 TTP036C HH59436+TD $ 231 13.00 36.2 TTP036C HA12436+TD $ 231 13.00 36.2 TTP036C HH58436+TD $ 231 13.00 36.2 TTP036C HAI 3436 $ 241 12.50 36.2 TTP036C HA10436+TD $ 241 12.50 36.2 TTP036C HH58248+TD $ 251 12.00 36.2 TTP036C HA06248+TD $ 251 12.00 36.2 TTP036C HH54248+TD $ 251 12.00 36.2 TTP036C HA10436 $ 251 12.00 36.2 TTP042C HAO5248+TXV+TD $ 274 12.00 39.5 TTP042C HA79460+TD $ 256 13.00 40.0 TTP042C HA15460+TD $ 256 13.00 40.0 TTP042C HH60460+TD $ 256 13.00 40.0 TTP042C HA15448+TD $ 256 13.00 40.0 TTPO42C HA13442+TD $ 266 12.50 40.0 TTP042C HA14442+TD $ 266 12.50 40.0 TTP042C HH60260+TD $ 277 12.00 40.0 TTP042C HA14260+TD $ 277 12.00 40.0 TTP042C HA13248+TD $ 277 12.00 40.0 TTP042C HH58248+TD $ 277 12.00 40.0 TTP042C HAI 2448 $ 277 12.00 40.0 TTP042C HA06248+TD $ 277 12.00 40.0 TTP042C HH54248+TD $ 277 12.00 40.0 TTP048C HA1546D+TD $ 300 13.00 47.0 TTP048C HA79460+TD $ 300 13.00 47.0 TTP048C HA15448+TD $ 300 13.00 47.0 TTP048C HH61460+TD $ 300 13.00 47.0 TTP048C HA15260+TXV+TD $ 300 13.00 47.0 TTP048C HH61260+TD $ 312 12.50 47.0 TTP048C HA15460 $ 312 12.50 47.0 TTP048C HA15260+TD $ 325 12.00 47.0 TTP048C HH60260+TD $ 325 12.00 47.0 TTP048C HA14260+TD $ 325 12.00 47.0 77PO48C HH59248+TD $ 325 12.00 47.0 TTP048C HA13248+TXV $ 325 12.00 47.0 TTP048C HA12448 $ 325 12.00 47.0 TTP060C HA14460+TD $ 377 12.00 54.5 TTP060C HA15460+TD $ 381 12.00 55.0 TTP060C HH60260+TXV $ 381 12.00 55.0 TTP060C HA78460 $ 388 12.00 56.0 TTP060C HM92460+TD $ 391 12.00 56.5 TTP060C HH62460+TD $ 398 12.00 57.5 TTP060C HM93460 $ 389 12.50 58.5 TTP060C HA79460 $ 389 12.50 58.5 TTR012C HH56224+TD $ 117 10.50 14.8 17RO12C HA08218+TD $ 117 10.50 14.8 TTR012C HA03236+TD $ 117 10.50 14.8 TTRO12C HH51224 $ 123 10.00 14.8 TTR012C HAO1224 $ 123 10.00 14.8 TTR012C HH50224 $ 123 10.00 '14.8 TTRO18C HA01224 $ 138 10.00 16.6 TTROIBC HA10436 $ 128 11.00 17.0 TTRO18C HH52236+TD $ 135 10.50 17.0 TTRO18C HAO8218+TD $ 135 10.50 17.0 TTRO18C HA03236+TD $ 135 10.50 17.0 TTRO18C HH56224+TD $ 135 10.50 17.0 TTRO18C HH52236 $ 141 10.00 17.0 TTR018C HA02230 $ 141' 10.00 17.0 TTR018C HA02224 $ 141 10.00 17.0 TTR018C HH51224 $ 141 10.00 17.0 TTRO18C HH50224 $ 141 10.00 17.0 TTR025C HA01224+TD $ 178 10.00 21.4 TTR024C HA01224+T0 $ 178 10.00 21.4 TTR025C* HA02430 $ 174 10.50 22.0 TTR024C HH51224+TXV+TD $ 174 10.50 22.0 TTR025C HH51224 $ 183 10.00 22.0 TTR025C HAO2230 $ 183 10.00 22.0 TTR025C HA02224 $ 183 10.00 22.0 For explanation of FOOTNOTES; "' WAS'; '-'; "$'; "+" see page 8. Average National Annual Cost of Operation. TRANS' 1. YCP-D-1 PUB. NO. 22-1708-01-499 (EN) Fn � General Data TRME® MODEL YCP024FILOA YCP024FIMOA YCP030FILOA YCP030F1MOA YCP036FILOA RATEDVOLTSIPH/HZ 208.23011160 208.230/1/60 208-23011160 208.23011/60 208.230/1160 RATINGS (COOLING) O BTUH Indoor Airflow (CFM) 23800 800 24000 800 30000 30000 36000 Power Input (KW) 2.38 2.39 1000 2.83 1000 2.83 1200 3.52 EER/SEER (STUIWatf-Hr.) Noise Rating No. O 10.25/ 12.00 10.3/ 12.00 10.90/12.00 10.90/12.050 10.45/ 12.00 8.0 8.0 8.0 8.0 A.G.A. RATINGS (HEATING) O (High) Input BTUH 48000 72000 48000 72000 50000 Capacity BTUH s 38000 57000 38000 57000 39000 AFUE 79% 791% 79% 79% 79% Temp. Rise °F. (Min./Max.) 30-60 35.65 25-55 35-65 15-45 (Low) Input BTUH Capacity BTUH s r 38000 30000 57000 38000 56000 40000 AFUE 80% 46000 80% 30000 80% 44000 80% 32000 80% Temp. Rise °F. (Min./Max.) 30.60 35.65 25-55 35-65 15-45 Type of Gas O NATURAL NATURAL NATURAL NATURAL NATURAL POWER CONNS.-VIPH1HZ 208-230/1/60 208-23011160 208.230/1160 208.230/1160 208-230/1/60 V Min. Brch. Cir. Ampacity 14.6 14.8 21.2 212 24.4 Br. Cir. Max. (Amps)20 20 30 30 40 Prof. Rtg. Recmd. (Amps) 20 20 r 30 30 40 COMPRESSOR CLIMATUFFa CLIMATUFF® CLIMATUFF® CLIMATUFF® CLIMATUFF'a No. Used 1 1 Volts/Ph/Hz 200-230/1/60 200.230/1/60 1 208-230/1/60 1 208-230/1/60 1 208-230/1160 R.L. Amps-L.R. Amps 9.1-62 9.3.62 13.4-72.5 13.4-72.5 16.0-90 OUTDOOR COIL -TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows/F.P.I. 3/15 3/15 3/15 2/15 3/15 Face Area (Sq. Ft.) 5.43 6.34 6.34 6.34 6.34 Tube Size (in.) 318 COPPER 3/8 318 COPPER 318 COPPER 3/8 COPPER INDOOR COIL -TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows/F.P.I. 3/15 3/15 3115 3115 4/15 Face Area (Sq. Ft.) 3.25 3.00 3.97 3.96 3.96 Tube Size (in.) 318 COPPER 3/8 318 COPPER 318 COPPER 318 Refrigerant Control TXV-NB TXV NO BLEED CAPILLARY CAPILLARY CAPILLARY Drain Conn. Size (in.) 3/4" FEMALE NPT 3/4' FEMALE 314" FEMALE NPT 3/4' FEMALE NPT 314" FEMALE NPT Duct Connections SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING OUTDOOR FAN -TYPE PROPELLER PROPELLER PROPELLER PROPELLER PROPELLER No. Used / Dia. (in.) 1118 1 / f 8 1/18 1/18 1/18 Type Drive / No. Speeds DIRECT/1 DIRECT/i DIRECT/I DIRECT/1 DIRECTII No. Motors --HP 1-1/5 1-1/5 1-1/5 1-1/5 1-1/5 Motor Speed R.PM. 1080 1080 1080 1080 1080 VoIWPHIHZ 230/1160 23011/60 230/1/60 23011160 230/1/60 FL. Amps-L.R.Amps 1.6-3.3 1.6-3.3 1.6-3.3 1.6-3.3 16-33 INDOOR FAN -TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Dia. x Width (in.) 9X9 9X9 10X9 10X9 10X9 No. Used 1 1 1 1 Drive/ Speeds (No.) DIRECT/2 DIRECT/2 DIRECT/2 DIRECT/ 2 1 DIRECT/2 No. Motors --HP 1 - 1/4 1 - 1/4 1-1/3 1 - 1/3 1 - 113 Motor Speed R.P.M. 1080 1080 1080 1080 1080 Volts1PH/HZ 200-230/1%60 200-230/1160 200-230/1/60 200-230/1160 200.230/1/60 FL Amps 1.6/1.4-2.9 1.611.4.2.9 28/22.51 28/22-51 28122-51 COMBUSTION FAN -TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive ---Speeds (No.) DIRECT - 1 DIRECT -1 DIRECT - I DIRECT - 1 DIRECT -1 Motor HP-Speed(RPM) 1/35.3480 ' 1/100.2920 1/35.3480 1/35-3480 1/35-3480 Volts/PH/HZ 240/1/60 208-240/1/60 240/1/60 24011/60 240/1160 F.L. Amps 0.5 0.17 0.5 0.5 0.5 FILTER -FURNISHED? NO NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY Min Face Area -Lo (sq. ft.) © 2.67 2.67 333 333 4.0 REFRIGERANT Charge (lbs. of R-22) O 6 LBS 7 LBS 10 OZ 6 LBS 10 OZ 6 LBS 10 OZ 6 LBS 13 OZ GAS PIPE SIZE (IN.) 1/2" 1/2" 112' 1/2" 1/2' DIMENSIONS H X W X D H X W X D H X W X D H X W X D H X W X D Crated (in.) 31-1/4 X 38 X 57 35-1/4 X 38 X 57 35-1/4 X 38 X 57 35-1/4 X 38 X 57 35.1/4 X 38 X 57 Unrated SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT Shaping (lbs.) / Net (Ibs.) 380/340 397/357 396/356 4031363 4121372 'See unit nameplate for proper input adjustment O Rated in accordance with A.R.I. Standard 210/240. Noise tested in accordance with A.R.I. Standard 270. A.R.I. O This value is approximate. For more precise value, see Unit Nameplate. standard rating conditions are: 80 D.8.67 W.B. entering air to indoor coil. 95 D.B. entering air to outdoor coil. © Based on U.S. Government Standard Tests. OO All models are UL Listed. Ratings shown are fo"r elevations up to 2000 ft. For higher elevations reduce ratings ata Fillers ©Filters must be installed in return air stream. Square lootages listed are based on 300 I.p.m. lace velocity. If rate of 4% per 1000 h. elevation. O Convertible to LPG. filters are used size per manufacturefs recommendation with a dean resistance of 0.05' W.C. 0 Unit is shipped on high input, unit is convertible to low input with a Law Fire accessory kit. Pub. No. 22-1708-01-499 (EN) • TRANLe' Dimensions YCP024-06OF OUTLINE DRAWING — Rear NOTE: ALL DRAWING DIMENSIONS ARE IN MM (INCHES) �W4 p HOR IZONTAL-- SUPPLY OPENING DOWNFLO SUPPLY OPENING HORIZONTAL RETURN OPENING N,< 13, I 3 4 -APPEARANCE SURFACE OF SUPPLY & RETURN PANEL SECT. X—X TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES EVAPORATOR COIL & BLOWER PANEL L & M DIMENSIONAL SURFACE ISEE 3 TABLET 4 5 g 3 4 SECT Y—Y TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES MODEL CORNER WEIGHT (LBS) UNIT W1 W2 W3 W4 WEIGHT A 66 MM KNOCKOUT & CONDUIT C D FOR HI VOLTAGE CONNECTION 121 /H G H J K 131 MM M N 1 I YCP024F-L 82 64 85 109 340 56-112 76 MM 29 MM B 18 9/16 59 131 6-9/16 6-13/16 13jI BUSHING & CONDUIT 1 21 21-1/4 FOR LO VOLTAGE CONNECTION 72 MM48 3 MM 1121 DIA. ENTRY 128, 1 56.1/2 27 MM FOR 13MO( 1/21 N.P.T. 29.3/16 18-9/16 I1, GAS CONNECTION CONDENSATE DRAIN FOR 19 MM 13\41 FEMALE NPT DOWNFLOW RETURN OPENING YCP030F-M 85 70 94 114 363 L & M DIMENSIONAL SURFACE ISEE 3 TABLET 4 5 g 3 4 SECT Y—Y TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES MODEL CORNER WEIGHT (LBS) UNIT W1 W2 W3 W4 WEIGHT A B C D E F G H J K L M N P YCP024F-L 82 64 85 109 340 56-112 36 25-3/16 18 9/16 11.1/16 6-9/16 6-13/16 17 1 21 21-1/4 17-1/2 10 3 4-7/16 YCP024F-M 84 68 93 113 357 1 56.1/2 36 29.3/16 18-9/16 11-1/16 6-9/16 6-13/16 17 21 21.7/8 YCP030F-L 84 68 93 111 356 YCP030F-M 85 70 94 114 363 YCP036F-L 88 73 97 114 372 20.1/2 25-1/8 YCP036F-M 88 74 97 119 379 YCP036F-H 93 76 100 124 393 64 36 29-3/16 18-9116 11-1/16 6.9/16 11-1/8 17 20-1/2 28-1/2 17-1/2 10 3 YCP042F-M 97 79 105 127 407 YCP048F-H 121 106 134 154 515 65-1/8 45 33-3/8 21-1/16 15-1/16 4-15/16 9-1/8 21-15!16 25-3/8 30-1/4 20 YCPO60F-M 133 109 134 165 542 25-3/16 28-7/8 Pub. No. 22.1708-01-499 (EN) 27 14 3-1/2 8.5116 From Dwg. 21 D667953 FFA 7 YCP-D=1 2,SEER Pack6' e, • 4 i f .r ,r.� . r } • Y Gas], Electdc Uncts, L I ' f 1 i CONVERTIBLE MODELS ' .� .� YCP024-06OF., 2 — 5 Ton r •• ^ 7 • 1 r-! 'til nZ� •�#�``'`• � , � ' J ,�, • - 1 PUB -N0.22-1708-01-499 (EN) « i General Data rRME® MODEL YCP024F1 LOA YCP024FIMOA YCPn.9nFt1 nA vronanviunA v/`Gn9=4I AA RATEDVOLTSIPH/HZ 208.230/1/60 208-23011160 208.23011160 208-23011160 208-230/1160 RATINGS (COOLING) O BTUH 23800 24000 30000 30000 36000 Indoor Airflow (CFM) 800 800 1000 1000 1200 Power Input (KW) 2.38 2.39 2.83 2.83. 3.52 EER/SEER (BTU/Watt-Hr.) 10.25/12.00 10.3/12.00 10.90/12.00 10.90/12.050 10.45 / 12.00 Noise Rating No. 0 8.0 8.0 CLIMATUFF® 8.0 8.0 A.G.A. RATINGS (HEATING) 1 1 1 1 (High) Input BTUH 48000 72000 48000 72000 50000 Capacity BTUH s 38000 57000 38000 57000 39000 AFUE 79% 79% 79% 79% 79% Temp. Rise °F. (Min./Max.) 30-60 35-65 25.55 35-65 15-45 (Low) Input BTUH 38000 57000 38000 56000 40000 Capacity BTUH (DO 30000 46000 30000 44000 32000 AFUE 80% 80% 80% 80% 80% Temp. Rise °F. (Min./Max.) 30.60 35.65 25-55 35-65 1545 Type of Gas O NATURAL NATURAL NATURAL NATURAL NATURAL POWERCONNS.-V/PH/HZ Min. Brch. Cir. Ampacity 208-23011/60 14.6 208-23011160 208-230/1160 208-230/1/60 208-23011/60" 14.8 21.2 21.2 24.4 ~MIN,. Br. Cir. Max. (Amps) 20 20 30 30 40" Prot. Rig. Recmd. (Amps) 20 20 30 30 40 COMPRESSOR CLIMATUFF® CLIMATUFFe CLIMATUFF® CLIMATUFF® CLIMATUFF® No. Used 1 1 1 1 1 Volts/PWHz 200-230/1/60 200-230/1/60 208-230/1/60 208-230/1/60 208-23011/60 R.L. Amps-L.R. Amps 9.1-62 9.3.62 13.4-72.5 13.4-72.5 16.0-90 OUTDOOR COIL -TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN PLATE FIN Rows/F.P.I, 3/15 3/15 3/15 2115 3/15 Face Area (Sq. Ft.) 5.43 6.34 6.34 6.34 6.34 s Tube Size (in.) 3/8COPPER 3/8 318COPPER 3/8COPPER 3I8COPPER INDOOR COIL -TYPE PLATE FIN PLATE FIN PLATE FIN PLATE FIN PLATE FIN ROWS/FRI. 3/15 3/15 3/15 3115 4/15 Face Area (Sq. Ft.) 3.25 3.00 3.97 3.96 3.96 Tube Size (in.) 3/8 COPPER 3/8 318 COPPER 3/8 COPPER 3/8 Refrigerant Control TXV-NB TXV NO BLEED CAPILLARY CAPILLARY CAPILLARY Drain Conn. Size (in.) 3/4" FEMALE NPT 314' FEMALE 3/4' FEMALE NPT 314' FEMALE NPT 314" FEMALE NPT Duct Connections SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING OUTDOOR FAN -TYPE PROPELLER PROPELLER PROPELLER PROPELLER PROPELLER No. Used / Dia. (in.) 1/18 1/18 1/18 1/18 1/18 Type Drive if No. Speeds DIRECT/1 DIRECT/1 DIRECT/1 DIRECT/1 DIRECT/1 No. Motors -HP 1-1/5 1-1/5 1-1/5 1-1/5 1-1/5 Motor Speed R.P.M. 1080 1080 1080 1080 1080 VoIWPH/HZ 230/1/60 230/1/60 230/1/60 230/l/60 230/1/60 F.L. Amps--L.R. Amps 1.6-3.3 1.6.3.3 1.6.3.3 1.6-3.3 1.6-3.3 INDOOR FAN -TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Dia. x Width (in.) 9X9 9X9 10X9 10X9 10X9 No. Used 1 1 1 1 1 Drive / Speeds (No.) DIRECT/2 DIRECT/2 DIRECT/2 DIRECT/2 DIRECT/2 No. Motors --HP 1 - 1/4 1-1/4 1 - 113 1 - 113 1-1/3 Motor Speed R.P.M. 1080 1080 1080 1080 1080 Volts/PH/HZ 200-230/1/60 200-230/1/60 200-230/1/60 200-230/1/60 200-23011/60 EL Amps 1.611.4.2.9 1.611.4-2.9 28/22-5.1 28/22-51 28/22.51 COMBUSTION FAN -TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL Drive -Speeds (No.) DIRECT -1 DIRECT -1 DIRECT -1 DIRECT -1 DIRECT -1 Motor HP -Speed 1/35.3480 1/100.2920 1/35-3480 1/35-3480 1/35-3480 Volts/PH/HZ 240/1160 208-240/1/60 240/1/60 240/1/60 240/1/60 FL.Amps 0.5 0.17 0.5 0.5 0.5 FILTER -FURNISHED? NO NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY Min Face Area -Lo (sq. h.) © 2.67 2.67 3.33 3.33 4.0 REFRIGERANT Charge (Ibs. of R•22) 0 6 LBS 7 LBS 10 OZ 6 LBS 10 OZ 6 LBS 10 OZ 6 LBS 13 OZ GAS PIPE SIZE (IN.) 1/2" 1/2" 1/2' 1/2' 1/2' DIMENSIONS H X W X D HXWXD H X W X D H X W X D H X W X D Crated (in.) 31-1/4 X 38 X 57 35-1/4 X 38 X'57 35-1/4 X 38 X 57 35-1/4 X 38 X 57 35-1/4 X 38 X 57 Uncrated SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING WEIGHT Shipping (lbs.)/Net (lbs.) 380/340 397/357 396/356 4031363 412/372 'See unit nameplate for input ' proper adjustment 0 Rated in accordance with A.R.I. Standard 210/240. Noise tested in accordance with A.R.I. Standard 270. A.R.I. O This value is approximate. For more precise value. see Unit Nameplate. standard rating conditions are: 80 D.B.67 W.B. entering air to indoor coil. 95 D.O. entering air to outdoor coil. 0 Based on U.S. Government Standard Tests. OO All models are UL Listed. Ratings shown are for elevations up to 2000 h. For higher elevations reduce ratings at a ©Filters must be installed in return air stream. Square toolages listed are based on 300 f.p.m. lace velocity II rate of 4% per 1000 h. elevation. OO Convertible to LPG. permanent filters are used size per manufacturer's recommendation with a dean resistance of 0.05" W.C. 0 Unit is shipped on high input. unit is convertible to low input with a Low Fire accessory kil. Pub. No. 22-1708-01-499 (EN) r . TRAAIE Dimensions YCP024-06OF OUTLINE DRAWING — Rear NOTE: ALL DRAWING DIMENSIONS ARE IN MM (INCHES) HORIZONTAL RETURN OPENING I 3 4 APPEARANCE SURFACE OF SUPPLY & RETURN PANEL SECT. X -X TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES IV � 131 J L & M DIMENSIONAL SURFACE ISEE TABLE) 5 8 EVAPORATOR COIL & BLOWER PANEL 3 41 -L SECT Y -Y ' TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES MODEL CORNER WEIGHT (LBS) UNIT W1 W2 W3 W4 WEIGHT A 66 uu KNOCKOUT & CONDUIT C D 1251 FOR HI VOLTAGE CONNECTION 6 /Ij G H J K 131 MM M N 1 5h 1 YCP024F•L 82 64 85 109 340 56.1/2 ( 76 Mu 29 uu 1 1181 189/16 59 uM 131 IS -1 6-9/16 6-13/16 BUSHING & CONDUIT if 21-1/4 FOR LO VOLTAGE CONNECTION 72 MM 3 48 MM 111 DIA. ENTRY 1281 1 56-1/2 27 FOR 13..811/21 N.P.T. \ 18-9/16 1111 GAS CONNECTION CONDENSATE DRAIN FOR 19 MM 13\4"1 FEMALE NPT DOWNFLOW RETURN OPENING YCP030F•M 85 70 94 114 363 3 41 -L SECT Y -Y ' TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES MODEL CORNER WEIGHT (LBS) UNIT W1 W2 W3 W4 WEIGHT A B C D E F G H J K L M N P YCP024F•L 82 64 85 109 340 56.1/2 36 25.3/16 189/16 11-1/16 6-9/16 6-13/16 17 21 21-1/4 17-1/2 10 3 4-7/16 YCP024F-M 84 68 93 113 357 1 56-1/2 36 29-3/16 18-9/16 11-1/16 6-9/16 6.13/16 17 21 21.7/8 YCP030F-L 84 68 93 111 356 YCP030F•M 85 70 94 114 363 YCP036F-L 88 1 73 97 114 372 20.112 25-1/8 YCP036F-M 88 1 74 97 119 379 YCP036F•H 93 76 100 124 393 36 11-1/8 17 20-1/2 28-1/2 17-1/2 10 3 8-314 YCP042F•M 97 79 105 127 407 YCP048F-H 121 106 134 154 515 65-118 45 33-3 4qq�� 9-1/8 21-1 5116 25-3/8 30-1/aYCP060F-M 20 14 3-1/2 8-516 133 109 134 165 542 25-3/16 1 28-7/8 Pub. No. 22-1708-01-499 (EN) 27 I.. ;>z From Dwg. 21 D667953 i seSlg11 Truss Takeoff Design &Sales sistance Monte Call - 193 Camellia Dr Paradise, CA 95969 (SJO) 811-4172 Office (S30) 811-4132 FAX TRUSS ENGINEERING. O Moon Residence Blusar Manufacturing (530) 741-4920 Truswal Systems (800) 3$2-4045 r i r O 000W oWZ Z C W Li. :NOI1V00-1 80f :NOIldIHOS30 80f :,19 03N9IS30 m o < a o 0 o F= a r, job Name: moon FCp E 6r. X -LLL REACT .SIZE REQ'D 1 0- 2-12 292 5.50" 1.50" 2 12- 9-12 3790 5.50" 4.04" 3 30- 1- 4 1454 5.50" 1.55" TC I= AXL EM CSI .70 1-2 385 .01 .20 .20 -210 2-3 686 .00 .21 .21 27-10- 8 3-4 677 .07 .73 .81 .19 4-5 -526 .00 .73 .74 1868 5-6 -1783 .01 .21 •22 6-7 -1656 .01 .26.27 .44 7-8 -2608 .03 .42 -45 I. EC FCp E AXL EtM CSI 0- 0- 0 9-10 -470 .01 .35 .36 5- 6-13 10-11 -480 .00 .35 .35 15- 2- 8 11-12 -325 .02 .70 .72 19-10- 4 12-13 -210 .00 .19 .19 27-10- 8 13-14 749 .05 .19 .24 30- 4- 0 14-15 1868 .19 .14 .33 15-16 2214 .22 .44 .66 WEB I. CSI WEB FCRCE CSI 2-10 -419 .16 5-13 -949.49 3-10 697 .26 5-14 1300 .47 3-11 -1228 .83 6-14 -756 .29 4-11 -2345 .98 7-14 -679 .15 4-12 -232 .12 7-15 922 .29 4-13 1219 .48 Mk rEn=CN (li I) : IV999 INI+1FM 10- 1- -.0811 De -.11" Tb -.19" - Joint Lc ations = 1 0- 0- 0 9 0- 0- 0 2 5- 6-13 10 5- 6-13 3 10- 9- 0 1.1 13- 2- 8 4 15- 2- 8 12 15- 2- 8 5 21- 1- 7 13 19-10- 4 6 24- 6- 0 14 24- 6- 0 7 27-10- 8 15 27-10- 8 8 30- 4- 0 16 30- 4- 0 TC 2x6 DFL #2 BC 2xt4 DFL #1 & Btr. 101M 2x4 DFL SlsZEARD GEIL ELK 2x4 ISI, SMII1ARD Limner tjr allcNablee are per DID9-97. •* [EM) PLATE I+IIt= LSFI-See Joint Report''" plMMi i m ��ec ADSI/`TPI - 1995 LFSICiI IS THE CINIE06rIE FES= OF M1fTIESE ILIAD CASES. EEARnz SIS shcu n are based CISW on the truss material at each be --v. Ir&Am cr tit cr tetpor�aary shorixs1 trust be in place F Ewt 15 ee HM -91 to See HIB -91 atrl 1-1995; 10. 4. and 10.3.4.6. PLATIDL3 BASED CN GREEN LUISER VAUES. I.5 3 5-6-13 5-2-3 5-6-13 10-9-0 10-9-0 i J•S-3 li 2 F10.29 Truss ID: A Qty: ®Denotes the requi=arstt for latf'ral braciuH at each lemtic ri si.,n. Lateral )---M system akiictu it bi l i t diagonal hiil dirxjac>rg are the r>�ls)aility of -the dpi tens BRACE -TT may be t�ed� 0i�,a,srerai bracing a1 tL11foBEE 24" cc. Alternatively, use scalls fi-?rdo� as shove on lruv.ai 55y�+sstr1 i a demi 1 . ars pLAIE VAMPS PFR IC90 RESEARCH REFCRr #1607. Loaded for 10 PSF rnrocriatrrent BC(L. Location of irnterier bearinja should be clearly matioed on eadi tstuss. L�au�ge must be pzw�dad to avoid paYiirs3. (7ble blocks azo Dc 4 O 16.0 in. o.c. M. <It is aBoared that one face of this truss < is sheathed with ply CSB, wood board < sidir><j er haz>�cazd eidinJ. If rot, < additiaal loads must be considered on M(Wayyyl1uuese adequate st��,,ules gablerblocks. ThtsNals �Y red gable See e detail (s) Lateral 1nacTs in1�e with the chords have 4-5r13t oa'lsid�llzi'fi 15- - - 8 4 'S 6 y -/O 8-t2 -19.00 Drwg: GVUU314UI YY -U% anis des a� based on aid bracing -Splied per the fa7lowizz1 ed�adrle: max o.c. frart to BC 75.0" 13- 2- 8 15- 2- 8 BC 120.0" 27-10- 8 29-10- 8 UPLIFT REACTICN(S) • . . 1RIIaC.TICN(S) sAloort 3 476# 'Jhis truss is designed using the LBC -97 Code. Mclj Elrleeed - Yes, R -A Zcrn - No Hmicate/oosan Lute = Db,Ebp Category - B Bldg80.00ft, Blj Lfxtii _ 40.00ft., Nim roof height = 24.96ft, MPH = 75 Classifieahim = 4, Dead Lad = 21.0 psf ----------LOAD CASE #1 rMICit7 LCAM------------ Dir L.Plf L.Lcc R.Plf R.Lcc U4,* L TC Vert 54.0 0- 0- 0 54.0 8- 9- 8 .59 TC Vert 134.0 8- 9- 8 269.0 14- 0- 0 .24 TC Vert 269.0 14- 0- 0 244.0 17- 4- 0 .12 TC Vert 244.0 17- 4- 0 134.0 30- 4- 0 .47 EIC Vert 20.0 0- 0- 0 20.0 30- 4- 0 .00 -Attach secondary top chord (if shown) with 2-4 plates (2x4) or 3-6 plates (2x6) at 24" o.c. and applied rotated, in addition to the heel plating shown. The secondary top chord may be notched for outlookers as needed. 9-11-1 S AIP TO -6-4 I 13-2-8 1 L-ZI-U i2-0-0 I. 2-5-8 30-4-0 a3,.'R3 9 10 11 12 13 14 15 16 Q xro w E ic TO F IT 5-6-13 7-7-11 i 6-7-12 i 4-7-12 , 3-4-9 CYPICAL P 5-6-13 13-2-8 19-10-4 24-6-0 27-10-8 5- Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or OVER 3 SUPPORTS IIH11(16 ga.),' positioned per Joint Report. Circled plates and false ZF frame plates are ositioned as shown above. 12/5/2000 Scale: 5/321' - 11 i. WARNING Read all notes on this sheet and give a copy, of it to the Erecting Contractor. TBP: 224.0 WO: NooN This design is for an individual building component not truss system. It has been based on specifications provided by the manufacturer and done Ch]r t Customer Name in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: #LC - 12 da FGverified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 ps f DurPacs L-1.25 P-1.15 braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Dead 11.0 sf Re Mbr Bad 1.00 Bracing shown is for lateral. support of components members only to reduce buckling length. This component shall not be placed in any environment that P p will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC, Live .0 ps f O.C. Spacing 2- 0- 0 5 TRU-S VAL SY S accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Desi BC Dead 10.0 psf Design Spec UBC -97 ' 4445 Nonhpar ; ., colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • -� I 1 Fatio: It/360 TC: 4/360 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 paf ob Name: moon WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be the verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed loading imposed by the teal building code and the paticulaz application. The design assumes that the top chord is laterally TBF: 136.0 Lam: Dignr: #LC = 10 Truss ID: Al Q 5 urw : �.vvv�-ry i ��-vv�, D=Faes L-1.25 P=1.15 �ve�r� a sum m braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. members only to reduce buckling length. This component shall not be placed in any environment that 2x6 EEL #2 Dente the zegairertpnk. for lateral bracing This deli ka9ed m dYnd kaacirr3 anplseci Big;' X -LCC RFACT SIZE F9� 17 1 0- 2-12 1121 5.50" 1.50" 1123 5.50" 1.50" iC BC 2x4, DFL #1 & Btr. FEB 2x4 DFL STJ ® at each locatiort shwa[. Lateral bracing, �include onal �;1 per the f��� s�fran to 23- 2- 8 25- 2- 8 i. 2 30- 1- 4 Dead 10.0 of p Desi C UBC -97 4n SLIIEt 2x6 EEL , rxl; BC 120.0" 8 29-10- 8 F Tp5.0 Version T6.2.0 (Truss Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. jy� s allcables aze per 21ZS-97. ANSI/`IFI -1995 c�sifcer. Certs BRPLE-TT may beTc ossa =or ccntirxntls lateral bracing on R IN(S)011 27-10- - 1-2 353 .05 1-2 -1321 .01 .50 .55 .50 .51 Platy 3c TIIIS L�STC3I IS IFS T1E RISIIIT t M7rTTWE ISD CASES. trusses �pe3 24" OC. A1tP�LL�tiv['1y, L19e scabs Or braces as 3lY7nn on Tnis+H� -pport� 2 47�� the 2-3 -1101 .01 3-4 -807 .00 .19 .20 .31 .11 BEApmG RF1a7I;E-IEr TS sb:xn are based 0ILY st'�"j de�-S. PLATE PER ICBO RF'�I Ra: 3= #1607. 7.t'ii-9 is designed 11G1T�S iBC-97 0.x1.No E i 4-5 -779 .00 .15 .15 m the Yniaa trat�erial at each ba3ritlg.. Drainage mist be Provided to avid por&m. Loaded for 10 PSE not-ootanxent Ba L.PLAMIG T,irYw _ F �End Zrrie_� y _ B 5-6 -1201 .01 .09 .10 �� IN �� ISI�B13t � / 80.00ft, Bldg VTidth = 40.Oift, 6-7 -1273 .01 7-8 -1655 .01 .37 .37 .57 .58 Veen= 25.19ft, MPH = 75 7-8 605 .08 .57 .64 4, Dead Lcad = 21.0 psf BC FC13'E AXL END CST 9-10 878 .11 .21 .32 .11--12 767 .08 .12 .20 12-13 1054 .13 .06 .19 13-14 930 .10 .19 .28 -)14-15 930 .10 .19 .28 :15-16 972 .11 ;..16-17 3.142 .82 .11 .21 .04 .86 54-8 54-8 4-5-8 5-10_15 34-9 34-9 cEB Faxes CS1 iEB FCI3CE CSI 5-4-8 10-9-0 15-2-8 21-1-7 24-6-0 27-10-8 2-10 171 .07 5-14 574 .23 10-9-0 104-7 t 9-2-9 2-11 -304 .29 6-14 -376 .261 2 t- 3 4 5 6 7 8 3-31 305 .11 3-12 184 .29 6-15 173 7-15 221 .06 .07 4-12 -617 .43 7-16 506 .16 1 -12.00 4-13 542 .22 SCDRL -1957 .14 4-14 -273 .22 SLIM -2622 .19 7-10 3-7 8-12 IN13 (span) X999 L- -.08" D= -.10" T= -.18" ii Joint Locations 1 0- 0- 0 10 = 5- 4- 8 3-0 2 5- 4- 8 11 10- 9- 0 3-6 " 3 10- 9- 0 12 13- 2- 8 SEE DSTAIL-10-4-9 F,3FESS/ Q �H 4 15- 2- 8 13 21- 1- 7 14 15- 2- 8 21- 1- 7lip 10-4-9 S1 5 6 24- 6- 0 15 24- 6- 0 - 3 6 P • M F C. Fy 7 27-10- 8 16 8 30- 4- 0 17 27-10- 8 30- 4- 0 9 0- 0- 0 4-6 9 -� o. 4 982 11_2.0 1-0-0 3-7 2.5-4 - 1-2-0 2.5-4 2.5-4 5-39 1•4 Exp. 12/31/02 SEE DETAIL 6EPiT To FIT 29rf F- 13 2-82 12-S-tl 2-0-0 30-4-0 9 10 11 12 13 14 15 16 17 54-8 54-8 4-5-8 5-105-10-15 ,, 34-9 34-9 54-8-8 10-9-0 15-2-8 21-1-7 24-6-0 27-10-8 Truswal Systems Plates are 20 p. unless shown by "1811(18 ga.) or . "H"(16 ga.), positioned per Joint Report. Circled plates and false 12/6/2000 Scale: 5/32" a 1' o ' a � WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be the verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed loading imposed by the teal building code and the paticulaz application. The design assumes that the top chord is laterally TBF: 136.0 Lam: Dignr: #LC = 10 WO: MOON Customer Name: da TC Live 16.0 psf D=Faes L-1.25 P=1.15 �ve�r� a sum m braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. members only to reduce buckling length. This component shall not be placed in any environment that Dead 11.0 of p R P47r Bad 1.15 J - Bracing shown is for lateral support of components will cause the moisture content of the wood to exceed 19 % and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 4445 Northpark Dr., Colo Springs, CO 80907+ , accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI I', 'WTCA I' - Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 Dead 10.0 of p Desi C UBC -97 4n Responsibilities, SUMMARY SHEET' by TPI. The Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest andTdTAL 37.0 Defl Ratio:: L/360 TC: 141A Tp5.0 Version T6.2.0 (Truss Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. pof job Name: moon 9R-. X -IOC REA= , SIZE 1 0- 1-12 2262 3.50" 1571 2 30- 2- 4 2270 3.50" .80 Tv FCRCE AXL BND CSI 1-2 -3087 .02 .71 .73 2-3 -2022 .01 .67 .68 3-4 884 .04 .56 .60 4-5 792 .05 .09 .14 5-6 605 .00 .12 .12 6-7 580 .03 .65 .68 7-8 -1843 .01 .65 .65 8-9 -3225 .03 .61 .64 BC FCRCE AXL END CSI 10-11 2090 .11 .41 .52 11-12 2090 .11 .70 .81 12-13 2090 .31 .68 .79 13-14 2090 .31 .68 .79 R32'D 2C 2x6 EFL #2 2.41" 2ts DFL SS 1-4 2.42" 2x8 rFL #2 6-9 BC 2)d0 EFL SS FEB 2x4 r&Z S TIE E pm 2x4 r FL Sly ATTIC F8 2x4 rEL S17 Iunlr shear allomrables are per MM -97. Plating spec : ArSIAM - 1995 'II -IIS IESICN IS 7J E QNlFCSIIE RESIII.T CF K=PLE LCAD CSLSFS. BEARII4;rm;;r E� sho.ar are based CNLY on the truss material at nidi bearing. Drainage mist be provided to avoid paxitrz3. Attic collar tie jeq=BB lateral bracing shooar pplus krca=ng at the mel points of the collar tie (unless rioted otherwise) , kr rigid sheathing is req -tired. FEB K K£ CSI FEB EUKE CSI 2-11 1571 .67 8-13 1792 .80 'ID FCRCE AXL EM CSI 'IC Vert 54.0 0- 0- 0 54.0 3-15 -2877 .78 .15 .94 'IC Vert 74.0 21- 9- 5 74.0 15-16 -2192 .81 .18 .99 EIC Vert 130.0 7- 1-12 130.0 16-7 -2673 .82 .17 1.00 21- 9- 5 .00 AW FORM CSI AW FQ�CE CSI 4-15 803 .33 5-16 -225 .05 5-15 -326 .05 6-16 725 .29 NWX ) EnECTICN (span) . LV999 IN MEM 11-12 (LIVE) L- -.33" D= -.44" T= -.77" -_ Joint Locations 1 0- 0- 0 9 30- 4- 0 2 7- 1-12 10 0- 0- 0 3 10- 1- 0 11 7- 1-32 4 10- 9- 0 12 20- 0- 0 5 -16- 1- 6 13 23- 2- 4 6 21- 1- 7 14 30- 4- 0 7 21- 7- 9 15 14- 0- 0 8 23- 2- 4 16 17- 8-14 10-4-9 8-8 D-2-0 Truss .ID: A2 Qty: renCtAW t1']0 for lateral bracing ® at each to .cation sl=An. Lateral bracing system uhich include diagonal or x -trod zJ are the i}aiLity cf-the Wildirrl 1sys mm-rr rmv be ed for eoatin cus lateral braairrJ on trtrsse� 24" cc. Alternatively, use scabs ar fi-ir�ces as slx3.n en Irisa_l System stanlazd details. Iceded fon in roan, plus any other" ad:ii.tirnal loads indicated. Live load deflection in roan is Lt/360. PLATE VALIFS PER ICED R 0%Raj rEp= #1607. Loaned for 10 PSF non-oxxxw ent BCIS+. One row of cross bzcldixrJ (X-isacisr!) my be at centerlim of room per NZ -97. RATrequir BASED CN t;REFN I U MR VA LES . 4 7-1-12 3-7-4 5-4-6 5-0-1 9-2-9 7-1-12 10-9-0 16-1-6 21-1-7 30-4-0 t 10-9-0 10-4-7 I 9-2-9 _ 1 2 3 4 5 67 8 9 1�9 -12.001 HMIZan)AL RE=CN(S) WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be. verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally 64:pCrt 1 465# FTG: MOON Customer Name: cia 2 465# 'This designed the DurFaes L-1.25 P-1.15 H-uw is using MC -97 Clx1e. braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. lateral members only to reduce buckling length. This component shall not be. placed in any environment that Bldg, Enclosed ..Yes, End Zone - No NoChtegory = B Hnxi ire/Ooem Lane = 80.00ft, Bldg, Idth - 40.00ft, Bldy qty Meen roof heigl-t = 25.19ft, MPH - 75 Classification - 4, Dead Iced = 21.0 pef - -------LCAD CASE #1 IMICN LCAM ---------------- Dir L.Plf L.Lx R.Plf R.Lcc I14/`1L 'IC Vert 54.0 0- 0- 0 54.0 7- 1-12 .59 TC Vert 74.0 7- 1-12 74.0 9-11- 0 .43 TC Vert 54.0 9-11- 0 54.0 21- 9- 5 .59 'IC Vert 74.0 21- 9- 5 74.0 23- 2- 4 .43 TC Vert 54.0 23- 2- 4 54.0 30- 4- 0 .59 BC Vert 20.0 0- 0- 0 20.0 7- 1-12 .00 EIC Vert 130.0 7- 1-12 130.0 23- 2- 4 .62 BC Vert 20.0 23- 2- 4 20.0 30- 4- 0 .00 3-7 V 20.0 9-11- 0 20.0 21- 9- 5 .00 7yPe Ins X.Loc uem BC \Text 93.0 7- 1-12 .00 BC Vert 108.7 23- 2- 4 .00 934 10 11 12 13 14 7-1-12 1616-0-8 ,, 7-1-12 7-1-12 23-2-4 30-4-0 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report.,. Circled plates and false f,-amP nlatea are positioned as shown above. 10-4-9 S IP D-2-0 Exp. 12/31/02 12/5/2000 Scale: 5/32" - 1' r = .� ■„1'r'x�j MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be. verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBFt 130.7 Cbh t Dsgnr: #LC - 21 FTG: MOON Customer Name: cia TC Live 16.0 psf DurFaes L-1.25 P-1.15 LLCBracing braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. lateral members only to reduce buckling length. This component shall not be. placed in any environment that Dead 11.0 sf " P Re Mbr Bad 1.15 p a shown is for support of components will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Coto Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.0 psf Design Spec UBC -97 Responsibilities, SHEET' by TPI. no Truss Plate Institute (TP!) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • Def1 Ratio: L4/360 TC: It/360 1 SUMMARY is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. • TOTAL 37.0 psf }I Tp5.0 Version T6.2.0 Paper Association (AFPA) u ,r. CSI 2-10 1346 .54 7-12 1346 .54 IS Ft32CE AXE BND CSI t 2 489# this faros i s desirgmd using the JOB MS 108811 UEC -97 C -tb. 14-6 -2518 .74 .25 .99 Bldg grlceed = Yes, Ehd Zone - No Ln=,Io a= yOOft AW FCR E CSI AW Ftp CSI 4-14 261 .085-14 261 1W X -I= REACT , SI2E REVD L= -.28" D= -.36" T= -.64" 1 0-1-12 1859 3.50 1.98" 1 0- 0- 0 8 24- 0- 0 2 23-10- 4 1859 3.50" 1.98" ;-3 'IC Vert 54.0 8- 9-15 54.0 15- 2- 1 4 9- 8- 6 31 8- 0- 0 7C Vert 74.0 15- 2- 1 74.0 17-11- 6 .43 7C Vert 54.0 17-11- 6 54.0 24- 0- 0 TC bCPS-E AXI, HID CSI 'e 1-2 -2252 .02 .84 .86 e 2-3 -1288 .00 .94 .94 7 3-4 827 .06 .94 1.00 ;� 4-5 1025 .13 .12 .26 yr, 5-6 827 .06 .94 1.00 6-7 -1288 .00 .94 •94 7-8 -2252 .02 .84 .86 . !4t BC F= AXI, EM CSI raj 9-10 10-11 1382 1382 .09 .09 .46 .55 .46 .55 13.12 1382 .13 .84 .97 12-13 1382 .09 .46 .55 FEB FCRE CSI WEB ElRC£ CSI 2-10 1346 .54 7-12 1346 .54 IS Ft32CE AXE BND CSI t 2 489# this faros i s desirgmd using the 3-14 -2518 .74 .25 .99 UEC -97 C -tb. 14-6 -2518 .74 .25 .99 Bldg grlceed = Yes, Ehd Zone - No Ln=,Io a= yOOft AW FCR E CSI AW Ftp CSI 4-14 261 .085-14 261 .08 MX EERB IZCN (]3 (I�VE) 14/999 IN 14EM n - Classification = 4, Did Load = 21.0 psf L= -.28" D= -.36" T= -.64" - ----LOAD CASE #1 =ICN IJP ---------------- = Joint Locations =_ Dir L.Plf L.Loc R.Plf R.Loc 1 0- 0- 0 8 24- 0- 0 Tv Vett 54.0 0- 0- 0 54.0 6- 0-11 2 6- 0-11 9 0- 0- 0 'IC Vett 74.0 6- 0-31 74.0 8- 9-15 3 8-31-11 10 6- 0-11 'IC Vert 54.0 8- 9-15 54.0 15- 2- 1 4 9- 8- 6 31 8- 0- 0 7C Vert 74.0 15- 2- 1 74.0 17-11- 6 5 14- 3-10 12 17-11- 6 6 15- 0- 5 13 24- 0- 0 7 17-11- 6 14 12- 0- 0 2X6 E:FL SS 2X5 DFL #2 4-5 BC 2ua0 rFL #2 Itm 2x4 rFL SJR TIE BEAM 2x4 rFL SUN13AFm ATTIC IE 2x4 rFL Slims CBL ELK 2X4 LFL SI RCARD Lumber shear alloeables are per IM -97. Plating spec • ;MI/'TPI - 1995 M -IIS rES1W IS ME CaqPL6rM RESIII.,T CF M LT F. IlY+,D CASES. - 13L3ii m FzaLJ04ENIIS shaAn are based a4LY on the truss nsaterial at eacia bearing. ]Drainage trust be provided to avoid pondug. Attic ti�requres o panel bra, points of tine ocular tie (unless noted otherwise) ond hm eath;is regAred. PLATIIMBASFD CN CSN LLMEER VALLES. 6-0-11 6-0-11 9-8-6 1 2 r12.00 Trust I D i B QW: ®Denotes t1- -9q k anent fcr lateral bracirz3 at eaa location shoat�. Lateral bracing systans udnic3n include a�tlne or Xdix g are the ibility, c�the dm' �1 EPACE-TT tray be fff cant rLrxre�al Isacitsg on trusses spaced 24" oc. pltex,t,vel , use scabs or T -braces as shot n on Tive,.al system standard details. Loaded fon 55 psf in roan, hm any other additional loads indicated. Live is ad deflection in roan is 14/360. 13A7E VATSES PER ICES 1 I RERRII#1607. .leaded fon 10 PSF 1zn=eauarrt-t BML. (Yue row of cues bridging (X-x3)Y he regaired at centerline of roam per kM-97. d Cable blow are 2X 4 ® 16.0 in. o.c. M. <It is assured that one face of this truss < is sheathed with pl CSB, vood board < siding siding. If not, < additional loads trust be oanside- ed on ncri-cartznxxts bearing gables. MM<aayy use adequate staples gable blocics. Cable studs tray xe lateral bracing. See TES gable detaal(s). in line wtthcb lave id -ed unless otherwise T 1 and rtp;, 9 ons are the 12.00 Drab: CUUUJIMI YY'UU3 1iIt,21:t PI, REACTICN(S) T AL&AT 1.5-3Scale: 1/811 / 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or strl.:pcat 1 488# frame plates are positioned as shown above. t 2 489# this faros i s desirgmd using the WARNING Read all notes on thissheet and give a copy of it to the Erecting Contractor. UEC -97 C -tb. WO: MOON Bldg grlceed = Yes, Ehd Zone - No Ln=,Io a= yOOft This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done u,mcar,P/ooe az 0lddm Bldg Customer Name: •B , �S25.18ft, MPH - 75 pleen in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Classification = 4, Did Load = 21.0 psf da ! - ----LOAD CASE #1 =ICN IJP ---------------- verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticuiar application. The design assumes that the top chord is laterally Dir L.Plf L.Loc R.Plf R.Loc LL/'II, Tv Vett 54.0 0- 0- 0 54.0 6- 0-11 .59 'IC Vett 74.0 6- 0-31 74.0 8- 9-15 .43 'IC Vert 54.0 8- 9-15 54.0 15- 2- 1 .59 7C Vert 74.0 15- 2- 1 74.0 17-11- 6 .43 7C Vert 54.0 17-11- 6 54.0 24- 0- 0 .59 BC Vert 20.0 0- 0- 0 20.0 6- 0-11 .00 BC Vert 130.0 6- 0-11 130.0 17-11- 6 .62 BC Vert 20.0 17-11- 6 20.0 24- 0- 0 .00 3-6 V 20.0 8- 9-15 20.0 15- 2- 1 `" .00 Lbs X.Lee LLV*m D:fl Ratio: L/360 TC: W360 2 BC lfeit 87.0 6- 0-11 .00 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. BC Vert 87.0 17-11- 6 .00 r� 874 874 1�' 1P"24-0-0 �Q�`y�-• MESS y J0 NA6982 M I/ Exp. 12(31 /02. 9 10 11 12 13 s, J 6-0-11 11-10-11� 6-0-11 _, t J 6-0-11 17-11-6 24-0-0 1 2/ 5/2000 +! T AL&AT 1.5-3Scale: 1/811 / 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on thissheet and give a copy of it to the Erecting Contractor. TBP: 121.7 WO: MOON Fq*6 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done cbk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: #LC a 21 da ! S R MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticuiar application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFaes L.1.25 P-1.15 LLCBracing qMATEMS braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. shown is for lateral support of components members only to reduce buckling length. 'This component shall not be placed in any environment that Dead 11.0 s f P Re Mbr Bnd 1.15 P ; Will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss ul BC Live .0 psf O. C. Spaci ng 2- 0- 0 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I'*- Wood Truss Council of America Standard Design 'HIB BC Dead 10.0 psf Design Spec UBC -97 4445 Northpark Dr.. Cole' Springe, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 _ SUMMARY SHEET' by TPI. The Truss Plate Institute (7•PI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • TOTAL 37.0 psf D:fl Ratio: L/360 TC: W360 2 TpS. 0 Version T6.2.0 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. r� D ZC 2>6 DFL SS 1.981, 2K6 LFL # 4-5 1.98" BC 2)Q0 LFL #2 WEB 2x4 DFL Sn*U*O TIE BE7-M 2x4 LFL Sly ATTIC WB 2x4 LFL SIAL artier shear alla.ables are per 109-97. Plat, spec • ADSI/`IPI 1935 for 55 pef in rcan, Y other arYiitiah311dxb indicated.lus Live load deflection in matt :is 1✓360. PLATE VALLES PER ICB0 lei REECEU #1607. Leaded for 10 PSF rnrcm=nrent. BC L. ahe haw of cease brick' q (X -bracing) tray be �Jre�azised at centerline of roan ppeerr NN_ 917 BASED CN C�IlV ILrff4I2 VALM- VM I= CSI Job Name: moon 4r, X -IDC Fog r SIZE 2-10 1346 .54 1 0- 1-12 1859 3.50" HID CSI 2 23-10- 4 1859 3.50" Hmicarre/Gown - ,Categ<ay 'IC F» AXL IIID CSI AW FCR CE 1-2 -2252 .02 .84 .86 MX IFFI.F>:iZC N (LIVE) 2-3 -1288 .00 .94 .94 IC Vert 54.0 8- 9-15 54.0 15- 2- 1 3-4 827 .06 .94 1.00 0- 0- 0 4-5 1025 .13 .12.26 4 9- 8- 6 11 5-6 827 .06 .94 1.00 6-7 -1288 .00 .94 .94 7-8 -2252 .02 .84 .86 BC FLRXE AXL RM CSI 9-10 1382 .09 .46 .55 10-11 1382 .09 .46 .55 11-12 3.382 .13 .84 .97 i. 12-13 1382 .09 .46 .55 D ZC 2>6 DFL SS 1.981, 2K6 LFL # 4-5 1.98" BC 2)Q0 LFL #2 WEB 2x4 DFL Sn*U*O TIE BE7-M 2x4 LFL Sly ATTIC WB 2x4 LFL SIAL artier shear alla.ables are per 109-97. Plat, spec • ADSI/`IPI 1935 for 55 pef in rcan, Y other arYiitiah311dxb indicated.lus Live load deflection in matt :is 1✓360. PLATE VALLES PER ICB0 lei REECEU #1607. Leaded for 10 PSF rnrcm=nrent. BC L. ahe haw of cease brick' q (X -bracing) tray be �Jre�azised at centerline of roan ppeerr NN_ 917 BASED CN C�IlV ILrff4I2 VALM- VM I= CSI PFB FCRiCE CSI 2-10 1346 .54 7-12 1346 .54 TB FORM AXL HID CSI 3-14 -2518 .74 .25 .99 Hmicarre/Gown - ,Categ<ay 14-6 -2518 .74 .25 .99 TC Live 16.0 psf AW FAKE CSI AW FCR CE CSI 4-14 261 .08 5-14 261 .08 MX IFFI.F>:iZC N (LIVE) 7C Vert 54.0 0- 0- 0 54.0 6- 0-11 1t/999 IN MBN 11- Li= -.28" D= -.36" T= -.64u TC Vert 74.0 6- 0-11 74.0 8- 9-15 _= Jain Locations IC Vert 54.0 8- 9-15 54.0 15- 2- 1 1 0- 0- 0 8 24- 0- 0 .43 2 6- 0-11 9 0- 0- 0 BC Vert 20.0 0- 0- 0 20.0 6- 0-11 3 8-31-11 10 6- 0-11 .62 4 9- 8- 6 11 8- 0- 0 3-6 V 20.0 8- 9-15 20.0 15- 2- 1 5 14- 3-10 12 17-11- 6 6 1S- 0- 5 13 24- 0- 0 7 17-11- 6 14 32- 0- 0 Truss ID: BI Qty: ® D, -rtes the re: .0 rrwnt for latieral bracitrg at each lora ion elromh. Laterlal bracing eyotsre vktidch irrlude dof-the kuil are the zed ibiLitY IYus�.. 1 Sys mAcE-rr tray be deli fr m,tu> uxts latezal brae V rn trusses mad 24'! oc. Alternativel , use scalls or T -braces as sin m rn IYus� a1 S�stIe starrlard details. II DESIGN is In E CIIMPC6TIE RE= CS' MR.TIPEE LMD CASES. BFARU\G Ro,=1 wm sha n are basad Q ILY on the truss material at each bearitxg. ha Iirsage must be provided to avoid porkUng. Attic collar tie ram$ r; ra=a lateral )scurf sbalm plus bracing at tate panel pointe of the Dollar tie (tnhless rated ctherwise), or rigid &-athirrr is reguired. 6-0-11 8-3-0 1 9-8-6 6-0-11 14-3-10 24-0-0 9-8-6 I 4-7-4 I 9-8-6 1 2 34 56 7 8 112 0000 -12.00 9 Drwg: LUUU. 14UJ YY-VV0 HauzaqIAL �IN�) : TBF: 97.7 t g� 2 489# 'Ihir3�tsat es is designed using the C2 k t LBC -97 Cbcle. Bldg Etrlcsed =Yes, Eiid late = No Line No - B - Hmicarre/Gown - ,Categ<ay SAAR MFG]braced Bldg - 80.00ft, Bldy dth - 40.00ft, TC Live 16.0 psf Meath zoo Le qht = 25.18ft, MHi = 75 LLC Classification = 4, Dead Icad = 21.0 psf . P Dead 110 s+f - ----LOAD CASE #1 EESICN LIOA S ---------------- Dir L.Plf L.Loc R.Plf R.Lcc LL✓'IL 7C Vert 54.0 0- 0- 0 54.0 6- 0-11 .59 TC Vert 74.0 6- 0-11 74.0 8- 9-15 .43 IC Vert 54.0 8- 9-15 54.0 15- 2- 1 .59 IC Vert 74.0 15- 2- 1 74.0 17-11- 6 .43 r1C Vert 54.0 17-11- 6 54.0 24- 0- 0 .59 BC Vert 20.0 0- 0- 0 20.0 6- 0-11 .00 BC Vert 130.0 6- 0-11 130.0 17-n- 6 .62 BC Vert 20.0 17-11- 6 20.0 24- 0- 0 .00 3-6 V 20.0 8- 9-15 20.0 15- 2- 1 .00 �e Lbs X.Loc LLfII, 87.0 6- 0-3l .00 BC Vert 87.0 17-11- 6 .00 874 874 IF- 24-0-0 9 10 11 12 13 . 6-0-11 11-10-1.1 6-0-11 6-0-11 17-11-6 24-0-0 Truswal Systems Plates are 20 ga. unless shown by 111811(18 ga.) or 111-1"(16 ga.), positioned per Joint Report. Circled plates and false IF me later are ositioned as shown above. 12/5/2000 Scalet 1/8" a 11 ra WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 97.7 WO: MOON This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done C2 k t Cus tester Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dagar: #LC a 21 da SAAR MFG]braced verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFaes L-1.25 P=1.15 LLC by the roof or floor sheathing and dee bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. only to reduce buckling length. This component shall not be placed in any environment that . P Dead 110 s+f Re f9�r Bad 1.15 P yD fir -acing shown is for lateral support or components members will cause the moisture content of the wood to exceed l9 i and/or cause coancctor plate corrosion. Fabricate, handle, instill and brace this tress in BC � , , 0 psf O. C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nonhpnrk Dr., Colo Spring$. CO 8"17 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design 'IIANDLINO INSTALLINO AND 11RACINO MHTAI, I'I.ATD CONNE(-rDD WOOD TRUSSES' - (11ID-91) and '111D-91 BC Dead 10.0 psf Design Speo UBC -97" f Responaibllhics, SUMMARY si ller by TPI. 'Ijhe Truss Plate Instituto ('I'I'I) is located at 583 D'Onufrio Drive, Madison, Wisconsin 53719. The American Inured and • ® TOTAL 37.0 psf Defl Ratio: V360 'IC: Lf360 t 1 Tp5.0 Versioa T6.2.0 Piper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. zt job Name: moon Truss ID: B2' : 3 Drw • C:VV 1 VLouvL-tPu 1 81:3 X-ur A= S= RR2'D TC 2x5 DFL S5 Platial spec • A=t'Wl 1995 )� MML i>F31Cr!]Q•3(S) 1 lie - 1 0- 1-12 4754 3.50" 1.69" 2x6 DFL #2 4-5 ir�oraaee�a Es S5 pef ini cmq pla Arlt' ether -t I Ow 404 2 2'r 10- 4 4643 3.50" 1.65" 3C 2dO ML p2 addlti,aal lads r�dlaetsl kB 2xd DFL 9D*M= We load defled.ia♦ in recta io Ld760. 71ais is A-ja ed uedr8 the 7t FQXS AXL $U GSI TTE EEM 244 EFL SMEM TMS IOMN 73 TEE MGMI7113 1M]X DF LECL97 Axle. 1-2 -5358 .Ol.67 .69 ATTIC WB 2X9 DFL 0MR43M H=FU LCM {59M. lilt)# 1'2r_loeed Yeo, Sad 2me - No 2 1 2557 .00 .78 .79 lasrber ahmw a110 a lee we pew MS -97. 9EPF di 3SOMOGUM ehck%n ase lased CPEY H.uri�aagIg- lcrs� = Tb , �t�• 8 3-4 1877 .08 .78 .83 RAM VAUJM MR ICED 3E8Cii F� 116Y7. at the trim molal at wadi bear -.M. 3� lrvao9ft1+.c -70ft. 81dg • 75 4�.00ft, 0-5 2E80 .14 .10 .24 + 4 4 • • ♦ • • + + ♦ + • • + + ♦ • • • + ♦ 1l7aded fcr 10 PSF =n-=rx% rwZ PaL. 25.18R, 11EH ' 5-6 1-077 .05 .el .66 Nail patt4MM dnon 28 f� RF hada aiyy. Drage Ou be ��owviidd�� t0 avcdd pvdirlg. CJaesdfioa�rn 4, Dasd I N • -- 6-7 -2957 .00 .81 .81 �atrated leads H39r be diatribateci to Qie rw of QOW lzi b7.jmrgl say be --_....-'-L�+D Oli4i III tlS1fN A.Plf 7-a -5358 • .01 .67 .68 each y y. Ch molts -ply %Ath}�� r8*61-ed at Dateline -OE smc per N�-97, Mz I,.P1f L.Ic Z.Plf R.L. 11✓1L use 3� _adi,- into tan etao.T Attie OD] tie raegdxm lateral kraeiig 7C .,� 189 'M Vert .0 0- 0 0 152.7 6- 0-11 .17 9-10 3-0"11234 AXL .0'7 X20 �r7 ackiit.ional ply(e7 �/� � f4 C � (� �'rJA" n&kd dl°d'> �ti, 'IC Vert 136.0 9- 9-15 L3S.0 9- 0- O .24 lo -u 3234 Lf .29 .4C use any cater approsd derail (by others) t1��osuda¢ reg 135.0 9- 0- 0 135.0 15- 0- 0 .24 11-L2 3:34 .12 .63 .7i + • ♦ • • a ♦ + ♦ - • • + + s - • + ♦ + . HFl�I3 181Biil Qi �$Q�iLIu�6?tLE4. 2C Usst 135.0 35 0 0 136.0 ]5- 2- 1 .50 12-L3 3234 .11 .24 .35 3-ZZI PLi1 w/20d a"M, 7d {tom -97 1C 1�t 1.56.0 1S- 2- - 172.7 17-12- 6 .43 Sam. ul n! •IC- ?�R BC-- j, MESS• 2jft 7C tat 352.7 17-11- 6 189.0 24- C- 0 t,9 PM Fars Csr *FEB P7rl;E Cir Mau ir% JAYC,ra, cr• fran �d Ease. 8C alert 160.0 0- 0- 0 14c.0 6- t -u .00 2-10 2765 .t,0 7-32 2765 .c4 Be Vert 270.0 6- 0-u u 77(..0 17-- 6 .30 Bc Uat 160.0 17-11- 6 160.0 24- o- o .00 T9 F17 XX6 EM GS1 3-6 V 20.0 8- 9-15 20.0 15- 2- 1 .00 3-14 -6c5] .27 .00 .27 7.0 - 0.2 11.00 14-6 -6053 .27 .00 .7 ¢�11�B -89 -6 ; gC Vat 87.0 17-U- .00 Aw FCRCE CSI Aw 3TJiCE CSI6-0-11 14-3-10 24.0-0 4.14 292 .03 5.14 292 .03 9.56 4-74 7 9-8-6 MX ( i -?L VS t" t 364 5 6 7 8 la✓999 IN iFI( 11- SdVE) REQUIRED �_ . -.i'• D. -.28- T116 -.49" u.00 -1 oo - JcL-t Loarticn - 8.8 8-8 1 0- 0- 0 8 24- 0- 0 3-6 3,6 2 6- 0-u 9 0- 0- 0 3 a -u -u 10 6- o -u 4 9- e- 6 u 8- 0- 0 2•� 5 14- 3-10 12 17-11- 6 I 2 5-4 6 L`- 0- S 13 24- 0- 0 7 17-11- 6 14 12- 0- o 1 ?hCF ESS;Q 10 8.0-12• 11-1 �� `M�SS t �y 0 S-6 ¢ Q *+ =0-8-0 3.10 J -IU C4-982 S-"DWWTWEW * D. W3::02J&Dva 1k 974 1174 sl4 C?vw- A� OVEu � f Or --A-I% T' lf�+ 7A-0-0 r' CO M z 00 --1 a c CO b r CO { CO rn M CO v cD ()1 CD CDA w C- -7 z N M A 9 10 11 17 11 61111 Il•1 I1 6011 6-0-11 17-11-6 24-0.0-0.0 Truswal Systema Flatee are 20 ga. unleea shown by "le "(16 ga.) or "N'(16 Pa.), positioned per Joint Report. Circled plates and false frame lutes arepositioned as shoabove. 1/26/2001 Soalor 1/S� 1' as o ® � WAR YILY Read au!tales an "sheet wid give R copy Of if f0 the Brecting Contractor. dant, TM 95.7 W s 173 0 170r 1DOt Cuetamr Name Tbs 4ai6n Is for am &&vWaa1 bidl&q wm?mrene owl ham svuxm. h has beta buW ouepctlr=Jir i provided by #Le coopxrza manufanwer eat �: r 6t woerdanze with 0e cussed vetrJwu d TPt and APPA derta undar&. No rnpaulbir y is amumed fat, am ogcml uearacy. Mommimu are to be D r �� 21 e� da .a the S the loud► uwiud m mh BLUSARMRS dratgn men or =oeed Ott, bediag Imposed by ate local bmBdig oode and ftft, aryplioaaa. tga awmu c',up TC LLVO "Mrpe10 aaea ■■ braced by lbe roof sT Boas dw th¢g and d:,e bottom chord b 10aWly braced by a egld abeadAnt cuterlal dimeal' a:.aehtd, un a ather4sr, noted. 1C Dsad 11.0 pa f Rep !br Bad 1.1S m `LC Bruiser �swn s ter }ahta! s appal of coetpoDcrda membrte only m edox bucldltg 1mll� Rile 000upooml abaL tool bt ptaaed in any-avlrmtmrm t5a1 will came the moioure rmwd of Oat wood m eroeed 19 A andror pmts omuzM pore tarrmloo. Frbrkaw, ha dc, Wts.'I "braoc t1b 4uu'15 SC Live .0 ps f O.0 . Spaciag 2- 0- 0 HuSWA1 SY4MO 1•♦51r0rteput Ct. cot. Stings. CC 9397, accordance aid de folbw al smDdardr 'JOINT DBTAX.3'. by T}oseel, 'ANSIIT,P1 V. •1VTG1 1' - wood Trac Camcg of America 9r�rd Dail 'R18-Vl DC Dmad 10.0 f Desi a USC -97 WO Rapou bUhfa, 'HAKDLNO I.NSTALUNO AND VPACINO METAL RATS 00,"DCTSD WOOD TRLMeS- - (HIB 91y sad G> SUMMIARY Sy1E6r' by TPI." Pbe int&Ws CM L biased ad So D'OnaMo D&6. Madbca, Vrne®sin 53719. TN Ameriem PQreu and, DAM ibtio: 1•/360 7C: L;360 7p5.0 &"i.en T6.2.0 Ptpcs Aswdalioe (APPA) -s loosed rn I111 19th Strut, NUI. ft 500• Wasbingaan, DC 20006. 37.0 pof lob Name: moon2x6 . 2.1-8 �, 2.80 �.2-8-0 2.8-0 2-8-0 2.8-0 2.1.8 4.9.8 7-5-8 141-8 11.9.8 15-5.8 EFL #2 Truswal Systeme Plates are 20 ga. unless shown by '1181'(18 ga.) or OVER CONTINUOUS SUPPORT IIHII(16 a.), positioned per Joint Report. Circled plates and false BSC Zd DFL #1 & Btr. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 84.0 CE, ELK 2x4 EFL SIANDARD Chk t i with the current versions of TPI and AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De #LC o 10 3nr uArM VAUES pFit I� RFSE'PTdDi M= #1607. Joint Tter; L for 10 PSF ncra-corcu rertt BC L. 1 0- 0- 0 1 5 2- 1- 8 <It is assumed that cne face of this truss 2 2- 1- 8 3 3- 5- 8 15 17 2- 5- 8 '3- 5- 8 < is sheathed with plywood, CSB, wood board sidirrU. If not, 4. 4- 9- 8 18 4- 9- 8 < sid'iV < ad3itianal loads mast be oa>sidered m 5 6- 1- 8 6 7- 5- 8 19 20 6- 1- 8 7- 5- 8 < r=--,t.i1a>Lvs bloclw. 7 8- 9- 8 21 8- 9- 8 10- 1- 8 ek�les gable e etucb my lateral 8 10- 1- 8 22 Truesals � g (6� 9 11- 5- 8 23 11- 5- 8 Lateral 1 `'I with the d'u'ds have 10 12- 9- 8 24 ]2- 9- 8 not been considered unless noted dot se- 11 14- 1- 8 25 14- 1- 8 'D'jese loads and their coortectirns are the 12 15- 5- 8 26 15- 1- 8 reqxsi 1,i 1 ttr cf the b,;ldisg designer. 13 17- 7- 0 27 15- 5- 8 required to 1�M the 14 0- 0- 0 28 17- 7- 0 •e ]>r: lel truss fran dee to lat�-al loads. Lateral leads",their �atacticns are the zexitsibility.cf the baild1rr3 designer. F } x 3=4 93=10 2X10 WEDGE CUT' TD FIT TIGHT SIDE Ty P-) U It MFG LLC TRU.CWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907' Tp5.0 Version T6.2.0 Truss ID: C Qty: I I p7arim e�ac AMI/IFI - 1995 'IIILS LE ei IS 'IIS C74PWITE RaRw OF i"E.II,TIPLE LQ4D WSES. EEARIIN,- raZrm S7IB sho n are based aMY cn the true material at each bearinj. PLA= BASED CN G ZMN ISPEM VAi.tk'.S. 2-1-8 �,2-8-0 �,2-8-0 �.2-8-0 2-8.0 x,2-&0 2-1.8 ' 4-9-8 '7--5-8 11044' 12-9.8. --15-5-8`- ' 8-9-8 8-9-8 1 2 3 4 5 6 i7 8 9 10 11 1213 l�p -12.00 6.00E 2 0 0 i2-0-0� ~ ~ 12-8-0 17-7-0 9-11-8 S UP I1-2-0 sbe DeTq(1- Drwg: CUUU314UI Yy-U M -AB desk�s based cn dt=d bracing ��ied per the fnllorrirtg ec}tedrle: max o.c. frun to BC 120.0" 0- 5- 8 2- 5- 8 BC 120.0" IS- 1- 8 17- 1- 8 This truss is .designed using the LBC -97 Cxle. Bldg &1•rloeed = Yes, End 7rne = No Hn7jic ane/ooem Nate = No ,cry B J�Lth = 80.00ft, Bldg dth = 4a.00ft, �ryroof heigitt = 24.98ft, IPFI = 75 C aes f;eaticn = 4, Dead Iced = 21.0 psf i . l �O Q�OF ESS/ft' Q' %,. M �StS Fy -J N . C 4 982 * Exp 213 102 14 IE6 17 18 19 20 21 22 23 24 25 287 28 2.1-8 �, 2.80 �.2-8-0 2.8-0 2-8-0 2.8-0 2.1.8 4.9.8 7-5-8 141-8 11.9.8 15-5.8 Truswal Systeme Plates are 20 ga. unless shown by '1181'(18 ga.) or OVER CONTINUOUS SUPPORT IIHII(16 a.), positioned per Joint Report. Circled plates and false frame plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 84.0 This design is for an Individual building component 1101 truss system. It lis been based on spcciflat ions provided by the component m mtdaciurer and done Chk t i with the current versions of TPI and AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De #LC o 10 3nr n accordaance this verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the h>.nds utilized on the application. The design assumes slut the top chord is Lucr illy TC Live 16.0 pef design meet or exceed the loading imposed by the [=itbuilding code and paticuLu• directly attached, unless otherwise noted. braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material Bracing shown is for lateral support of components member.% only to reduce buckling length. This component shall not be pL•tced in any environment that Dead 11.0 e f p will cause the moisture content of the wood m exceed 19J and/or cause colo for pl do corrosion. Fabrioale, handle, install :rad brace this truss in 'JOINT S', by Ttuswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Live 0 pef accordance with the following standards: DETAli. Responsibilities, '11ANDLINO INSTALLINO AND 11RACIN(l MrsTAL PLATIN CONNfi(TTf?D WOOD TRUSSES' - (Hun -91) and '11111-91 BC Dead 10.0 pef r SUMMARY SHEET' by TPI. '1he'I'tuss 1'L•de Institute ('I'1'1) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 37.0 psf Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. aS - CNTL 12/5/2000 Scales 5/32" . 1' WO: MOON C ustasner Names da DurFacs L.1.25 P-1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 , Dst7 Ratio. LV360 'IC: 14/360 job Name: moon Truss ID: C1 : t 3 Drw : GUUU,34UI YY-VVY kG X -LOC REPCT • SIZE IIR2'D TC 2,6 it 42 Plan; � spec PmiI IPI - 1995 MAs �' based on �mTl b�g Elie 1 0- 2-12 651 5.50" 1.50" BC 2x4 DFL #1 & Btr. THIS I£SIIN IS 'TIE O�ITE �T CF Per the I?ol J fie' 2 17- 4- 4 651 5.50" 1.50" WEB 2x4 I&L SDZZM IVEMPLE I00 0GES. ttaoc O.C. fzcm to SLtI}32 2x6 I&L #2 1]01 4; F�TJ)T?l S7I5 ehun aze based INLY BC 120.0" 0- 5- 8 2- 5- 8 FiTK£ A}0, gp3 6I MATE VAIIE9 PER, I(E0 Fri FE' #1607. on the tztass stat Tial at eadz bearing. BC 120.0" 15- 1- 8 17- 1- 8 Tc 1-2 327 .04 .36 .40 PLATIN BASED IN GREEN IIMEgR VALIFS. Icade3 for 10 PSF nrn-cmamsrt BCT . HMIZalIAL R� TIIN(S) stmt 1 -450# 1-2 -990 .00 .36 .36 'Ibis trues is designed using the t stg7p�t 2 450# 2-3 -541 .00 .19 .19 C-97 Code. IBi 3-4 -541 .00 .19 .19 Bldg F7relceed = Yee, End 7crre = No 4-5 -990 .00 .36 .36 HM:ricane/Oce@i bine = No , Flxp C?tegcrcy = B 4-5 327 ..04 .36 .40 Bldg= mooft, Bldg Width = 40.00ft, j M� s heig 24.98ft, MN = 75 BC Ft13CE AXL HID tSI Claseificaticn = 4, Dead Icad = 21.0 psf 6-7 995 .52 .09 .62 7-8 670 .04 .31 .35 8-9 670 .04 .31 .35 4 9-10 995 .52 .09 .62 4 ) Y WEB FC%E CSI WEB FORM GSI 2-7 519 .17 4-9 519 .17 2-8 -286 .17 ST ER -1527 .11 ? 3-8 389 .16 SIn;R -1527 .11 4-8 -286 .17 M ]3F=CN ( ) 4-4-12 4-4-12 4-4-12 4-4-12 1 L/999 IN MEM 8-9 (LIME) 4-4-12 8-9-8 13-2-4 17-7-0 LIS FT SID& � IF -.0611 D -.0811-.15^ 8-9-8 r P )c A L Joint Location = 1 2 3 4 5 i 1 0-0-0 6 0-0-0 2 4- 4-12 7 2- 5- 81� -12.001 3 8-9-8 8 8-9-8 4 13- 2- 4 9 15- 1- 8 5 17- 7- 0 10 17- 7- 0 6-6 j f 3-6 3-6 - 1 9-11-8 9S 1 P O ?FkOF ESS/CN ��� y �'- • M FSS �Fti . , 34 3-11 ki I12-0 1-0-0 3-7 Sti -2-0 - ¢ J R .5982 37 0D xW 1.$0U --U , /02 tF26 � t .2.001 %*Exp. ��.12-8-0 CALI 17-7-0 S -4 F -i 6 7 8 9 10 2-52-5-8 6-4-0 6-4-0 12/5/2000 TYP Pa..5-4 2-5-8 8-9-8 15-1-8 Systems Plates are 20 ga. unless shown by,1811(18 ga.) or Scale: 5/32° 1' VTruswal 0 "H"(16 a.), positioned per Joint Report. Circled plates and false R 1 frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Tom'' 70.7 WO: MOM i M&R This design is for an individual building component not thus system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: d-Auin accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr: #LC - 10 da R MFG verified design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 ps f DurFaes L-1.25 P=1.15 LLCBracing braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Dead 11.0 s f P Re Idbr Bad 1.15 P will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4443 NorWparlc Dr., Colo Springs, CO 80907 accordance with the following standards: Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.0 pef Design Spec UBC -97 1 j SUMMARY SHEET' by TPI. 11he Truss Plate Institute (CPI) is looted at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 37.0 ps f I�fl Ratio: •141360 TC: It/360,F TP5.0 Version T6.2.0 Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. _ N2 lob Name: moon W. X-LC)C REACP , SI2E RR2' D 1 0- 1-12 651 3.50" 1.50" 2 16- 2- 4 1084 3.50" 1.50" 'IC FCIiC£ AXI, RM CSI 1-2 -741 .00 .09 .09 2-3 -790 .00 .41 .41 3-4 -228 .00 .41 .41 BC Far cE AXL HID GSI 5-6 576 .06 .05.11 6-7 579 .06 .29 .34 7-8 696 .07 :38 .46 iVB i. CSI DFB FCRC£ CSI 2-6 -219 .04 3-8 -853 .70 2-7 299 .12 4-8 -234 .12 3-7 586 .24 M LUIk1=ITCN 141999 IN M4 7-8 (LIVE) IF -.03" D= -.04" T= -.07" -_= Joint Locations --�- 1 0- 0- 0 5 0- 0- 0 2 3- 9-15 6 3- 9-15 3 7- 1-12 7 7- 1-12 4 16- 4- 0 8 16- 4- 0 BIC 2x40IFL #2 1dB 2x4 I:FL S)I>tEARD 2x4 rFL #1 & Btr. 8-4 Com., BLK 2x4 rM S'IPIZPI2D platimopacANSI/IPI - 1995 N0M: M'II3M SPA= IS 16.0 " O.C. = MSIIN IS WE CI3d:CsPIE FE5[II,T OF MILTII3E LOAD CASSIS. EEARTM FEjnMlvWIS shwas are based ClgLY on the truss ttabarial at each bemdM. Gable hlocks are 2x 4 G 16.0 in. o.c. MX. <It is assured that cre face of this truss < is slt5athad wLthh pi CSB, wood bo-wd < sidirq or sidi,r If not, < additional loads trust be bonside ed on < nal-mitinuaia bearjrrjes. use ade=a stiles on gable blocks. recuse See TrXU.V els rna oted clahle ��ixt7�c. j. (S . Lateral load 1 line with th- clam lain int been carvaidexed unless noted otherwise. '!hese loads and their a==ction are the responsibility of the brildirg designer. Truss ID: D Qty: ®Dgrotes the ze%riranert for lateral bracing at each location shwar. Lateral bracing systere %hich irrlude agcnal or x-bracug Sir re the z ibility ofthe kuilding c?�'aal lets 1e continAXIS trusseees epaoed 24" cc. Altternatit,vPly, use scabs tom' T -traces as sho- Systems starxdard details. Pr= WALES PER IC130 1 ESEA]K I IE' #1607. Loaded fcr 10 PSF rxnrarxausa'xt BCCI,• penren7 nt bracirg is recIaired (by ou1»s) to wan�tt rctatiWtcPfirg See HIB -91 and ANSI/'IPI 1-1995; 10.3 4. and 10.3.4.6. PIATZIG BA4m IN GzUN UMBER VAILIS. 3-9-15 1212-61 , 3-9-15 16-4-0 1 2 3 4 10.29 4 1 Ehd verticals cZeeig<led for axial load only. Ebd verticals tin��t��_aGre �slded above or below the truss pile (if any) may require acritical design oaxeid on. (by ctl'xers) for lateral fm.oes tae to wind or sera= loads on the building. Fii2I2TNPAL R ACIZCN(S) 04vart 1 275# 2 275# Mus sus is signed using the T.BC-97 Cnde. Bldg Enclosed = Yes, Ekiri 2cxre = No Line No B Hmxicare/(beam = 80.00ft, Slcil Width - 40.00ft, � �i,A;ght = 27.18ft, hU.ii - 75 Classificatian = 4, Dead Load = 21.0 pef - --- ----LOAD CASE #1 EESIIN LOAM ---------------- Dir L.Plf L.Lcc R.Plf R.Ioc W'M 'IC Vert 36.0 0- 0- 0 36.0 7- 1-12 .59 TC Vert 50.0 7- 1-12 50.0 16- 4- 0 .43 BC Vert 13.3 0- 0- 0 13.3 7- 3- 8 .00 BC Vert 87.3 7- 3- 8 87.3 16- 4- 0 .00 TA_Ike X.InC LI4eM T` Vet 90.0 10-10-14 .43 904 3 7 15-2-0 10-12 15-2-0 QROF cS$10 3-6 �� `• M 5-6 o Q �` 1 1-2-0 w 3-6 5-6 5-6 0. 1!5982 s 'gyp 12/31 /02 # i �t 16-4-0 ai` C/ Y sv ! t t Tq 7 �OFOAUF� v L6 5 6 7 8 rn 3-9-15 1212-61 r. 3-9-15 16-4-0 � 2/ 5/2000 TY ITE 5-3 sealer 3/320 1' r, Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or 1H"(16 a.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read aU notes on this sheet and give a copy of it to the Erecting Contractor. TEFL 144.7 coot r�aN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneCbk t' Custcener Name t �a in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dog=s #LC 10 ria t R MFG. verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pef DurFacs L-1.00 P-1.00 I braced by the roof or floor sheathing and the bottom chard is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 sf Re DO= Bad 1.00 LLCBracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that P P will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Livd- .0 ps f O. C. Spacing 1- 4- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAII 4', by Tntswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design 4445 Northpark Dr., Colo Springs, CO 20907 BC Dead 10.0 s£ Desi c UBC -97 ! Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (H1H -91) and 'HI8-91 P ga � 1 ; SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and . Defl Tatio: I./360 •IC: 14%960. Tp5.0 .Version T6.2.0 Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 pef J n 9r fob Name: moon , EF4f 1 X -LOC 0-1-12 RFACT SITE RI71'D 678 3.50" 1.50" TC 2X8 EEL #2 BC 2x14 DFL SS2 LBC -97 O.xle. 16- 2- 4 1053 3.50" 1.50" VM 2X4 EEL S» 2x4 EEL #1 & Btr. 8-4 TC FU:CE F(, END CSI SL71 2X4 EEL #1 & Btr. Plating spec : xm/m - 1995 1-2 .1-2 64 -754 .01 .00 .20 .21 .20 .21 NAE: MUM &YACIW. IS 16.0 " O.C. MIKES DESRN IS THE CSE RE9= OF 2-3 -351 .00 .59 .59 CASES. 3-4 204 .00 .87 .87 tnt.TTlxr• I11tID » RD IS sbcxn are based QIIY �. BC FCRCE AXL END CSIcn the truss material at each bearing., ) to • 6-7 567 .03 .94 .98 pit F� 19 and I5� 10 4• altd 10.3.4.6. 7-8 279 .00 .96 .%PIbI/ �Zg199� End czf3ugso+ fere aDdal ]rxads cnly. csi OM FCRCE GSI and verticals that are exte-Aad above or YIEB 2-6 EwrE 881 .41 4-8 -316 .17 below the truss ptrcf"e (if aW) tray' reg at'ich 0x Othl xs) 12-7 -875 .36 -cM;L -842 .11 additional design conside lateral forces due to wind or sed am c i 3-7 z 153 .08 for loads cn the building. MAIC rl tsrt [CN (spare) ' L/693 3N h>FM 7-8 (IdVE) L= -.28" D= -.36" T= -.64" 1 Joint Locations 0- 0- 0 5 0- 0- 0 i 2 3- 6-14 6 3- 6-14 3 7- 1-12 7 7- 1-12 4 16- 4- 0 8 16- 4- 0 Truss ID: Di Qty= jreTe for lateral bracing ® atDenotes 1ocaticin. 6itaaz�Lateral br-'= 3. systems t udl irrlude of tl'te bor x- r ng are the �� ERACE-TT rtay be met rn.ntts te.-. bracing ai trusses spaced 24" OC. AltetxOtiv6ly, use scabs or T- races as sbo az on Truswal rd details PbSeVMUSI PER ICEO RFSiPiRQi RE PaU #160-7. Loaded for 10 PSF urn-calcu rent E IL- LY WU7dined hcriz. LL deflr+c im = .26 in. ++i -+++i•+++++++++++++++ prPaMZ BASED CN t UEN LUEEFR VAIII - 3-6-14 3-6-14 1 2 3 10.29 904 Z3-6 15-8-0 2.5-42.5-46-6 1-8-0 12-9-2 16-4-0 4 3-4 15-8-0 3-6' 15 Drwg: GVVV.21Y 177- NO&E CUTTING CHANGE (2t5LIOGR) t 1>iFPLTIIN%) Awor�t r 16-4-0 2 279# This suss is designed using the LBC -97 O.xle. Bldg al lrnxi = yes, a -id Zone = No No = B 3-6-14 12-912-9=2 3-6-14 164-0 Huriicane/Ocean Line = ,Ca 4u 80.00ft, Bld3 4�fidth = .00ft, = height = 27.43ft, M= 75 ("lzaaificatiCrr = 4, Dead Load = 21.0 psf Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 per Joint Report. Circled plates and false ---------LCAD CASE #1 DESIGN LCPM ---------------- L4'M Ibs L.Plf L.Loc R.Plf R.LCC TC Vert 36.0 0- 0- 0 36.0 7- 1-12 .59 TC Vert 50.0 7- 1-12 50.0 10-10-14 TC Vert 36.0 10-10-14 36.0 16- 4- 0 .43 .59 BC Vert 13.3 0- 0- 0 13.3 7- 3- 8 BC Vert 87.3 7- 3- 8 87.3 16- 4- 0 .00 .00 Type Lks X.Loc U*4M 7C 7- 1-12 Dsgnr: #LC 10 Vert 70.0 .43 TC Vert 90.0 10-10-14 .43 by the component manufacturer and/or building designer prior to fabrication. meet or exceed the loading imposed by the local building code and the padcular application. The design assumes that the top chord 's laterally noted.TC NO&E CUTTING CHANGE (2t5LIOGR) X. r r 16-4-0 5 6 7 8 3-6-14 12-912-9=2 3-6-14 164-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 per Joint Report. Circled plates and false Cl a.), positioned frame Tates are positioned as shown above. TBFt 85.3 RNIN Read all notes ore this sheet and give a copy of it to the Erecling Contractor. has been base on speclficadonv provided by the compuacnt manufacturer and done Ckek s sign is for an Individual butting component not truss system. It rdance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be The butting designer must ascertain that the loads utilized on this Tdesign Dsgnr: #LC 10 ATS by the component manufacturer and/or building designer prior to fabrication. meet or exceed the loading imposed by the local building code and the padcular application. The design assumes that the top chord 's laterally noted.TC TC Live 16.0 psf by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise buckling length. This component shall not be placed N any environment that bead 11.0 psf STEMSBracing shown is for lateral support of components members only to reduce wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live 0 psf CO 80907 will cause the moisture content of the accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', ' WTCA I' -Woad Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (1119-91) and '1118-91 BC Dead 10.0 paf 4145 Nort park Dr., Colo Springs. Responsibilities, 'HANDLING INSTALLING AND BRACING SUMMARY SIIfT?T' by TPI. The Truss Plaic Instituhtc (TPI) is locntcd at 583 D'Onofrio Drive, Madison. Wisconsin 53719. The American Forest and TWAL 37.0 psf Tp5 .0 Version T6 .2 .0 Paper Association (AFPA) is loeatO at 1111 19th Street, NW, Sic 8W, Wnshuhgton, DC 20036. r*A M FSS, J N . OA982 X Exp. 12/3 12/6/2000 Scale: 3/32" 0 1' WO: NOON customer Raines da DurFacs L-1.00 P-1.0 Rep Mbr Bnd 1.00 O.C.Spacing 1- 4- 0 Design Spec UBC -97 Defl'Ratio: Lt/360 TC: Lt/3f "1. • CO 80907 , Tp5.0 Version T6.2.0 2K4 ML &1.1 kiC 21x4 M #1 & ltlitr. Com., ELK 2x4 rFL S>Xt0'AW PLA= VAU.ES pM ICBG Iii REELia' #1607. Loaded fcr 10 PSF nax-ccnox=erjt BCC,. .It is aseurrted that cne face of this truss < is &.ativad with pl CSB, wood baazd < eidirrj orr' barclocaid ding. If nct, < additicrml lcsds must be Es:midered on < nct--ccrtirLxxsa bearirl3 es. VMre rate sta27es or gable blocl03. Clible studs nayrJategl bracirs: See htasaa]s gable bracim detal (s) Lateral in line with the drawls have not beam 037eidered xr2ess noted Ctlxmwise. Twee leads and their oorarctime are the reepatsibility of the baildug desicyr—. 4-7-14 IO -4-14 Truss ID: H 1 Drw : LUUU-314U 177-411 A PIAUllJ pec I Mtdl/'14�1 - 19y� '11x!» Litwo la t:W.a.lyletl itmIlLf Un , I11L9 tlSlt�l IS M49 X1'11; IdtiJlIIll' � L�C-97 Cbcle. K=RE I= CASM. 81&3 R=ioseci • Yee, a late - bb 13FARIK3 I J]Fd IS siszaz are based QTLY Ha�xe/0oea'x Lute - No , C t.c�y B rn the truss neterial at eadx bearing• B1d3 so.0oft, Bld 4Sc�h = 4a.00ft, pIATaT, B7',Sm IN C US)Hit VALIES. Maxheight = 22.33ft, MPH = 75 tlassificatian = 4, Did L>ad'= 21.0 psf 2-1-12 2-9-12 2-6-4 1-8-7 2-1-12 4-11-8 7-5-12 9-2-3 4-11-84-2-11 i 2 ---S'4 5 6 71 F10.29 -12 01 0-:j2 0-1F 3 9-2-3 , r g 9 10 11 12 13 14 2-1-12 2-82.8 0 2-8-0 i 1-8-7 2-1-12 4-9-12 7-5-12 9-2-3 . 1 '-own b 1.18"(18 ga.) or OVER CONTINUOUS SUPPORT 9 it t • �f i+ ,i �O Q p Q F ESS , Ic MFs Fy m .1 N . 0 15982 20 Exp: 12131/02 12/5/2000 Scales 11/32" 1'' Truswal Systems Plates are 20 ga. un ess s y "H"(16 ga.), positioned per Joint Report. Circled plates and false job Name: moon , TBFs 26. o yrot rloox -- Joint Locatirns g, 1 0- 0- 0 8 0- 0- 0 't 2 2- 1-12 9 2- 1-32 aced by the roof or floor sheathing and the bottom chard is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. length. This shall not be placed in any environment that, 3 3- 5-12 10 3- 5-12 ¢ 4 4-11- 8 11 4- 9-12 5 6- 1-12 12 6- 1-12 ,per 6 7- 5-12 13 7- 5-12 7 9- 2- 3 14 9- 2- 3 k t'1 i "1. • CO 80907 , Tp5.0 Version T6.2.0 2K4 ML &1.1 kiC 21x4 M #1 & ltlitr. Com., ELK 2x4 rFL S>Xt0'AW PLA= VAU.ES pM ICBG Iii REELia' #1607. Loaded fcr 10 PSF nax-ccnox=erjt BCC,. .It is aseurrted that cne face of this truss < is &.ativad with pl CSB, wood baazd < eidirrj orr' barclocaid ding. If nct, < additicrml lcsds must be Es:midered on < nct--ccrtirLxxsa bearirl3 es. VMre rate sta27es or gable blocl03. Clible studs nayrJategl bracirs: See htasaa]s gable bracim detal (s) Lateral in line with the drawls have not beam 037eidered xr2ess noted Ctlxmwise. Twee leads and their oorarctime are the reepatsibility of the baildug desicyr—. 4-7-14 IO -4-14 Truss ID: H 1 Drw : LUUU-314U 177-411 A PIAUllJ pec I Mtdl/'14�1 - 19y� '11x!» Litwo la t:W.a.lyletl itmIlLf Un , I11L9 tlSlt�l IS M49 X1'11; IdtiJlIIll' � L�C-97 Cbcle. K=RE I= CASM. 81&3 R=ioseci • Yee, a late - bb 13FARIK3 I J]Fd IS siszaz are based QTLY Ha�xe/0oea'x Lute - No , C t.c�y B rn the truss neterial at eadx bearing• B1d3 so.0oft, Bld 4Sc�h = 4a.00ft, pIATaT, B7',Sm IN C US)Hit VALIES. Maxheight = 22.33ft, MPH = 75 tlassificatian = 4, Did L>ad'= 21.0 psf 2-1-12 2-9-12 2-6-4 1-8-7 2-1-12 4-11-8 7-5-12 9-2-3 4-11-84-2-11 i 2 ---S'4 5 6 71 F10.29 -12 01 0-:j2 0-1F 3 9-2-3 , r g 9 10 11 12 13 14 2-1-12 2-82.8 0 2-8-0 i 1-8-7 2-1-12 4-9-12 7-5-12 9-2-3 . 1 '-own b 1.18"(18 ga.) or OVER CONTINUOUS SUPPORT 9 it t • �f i+ ,i �O Q p Q F ESS , Ic MFs Fy m .1 N . 0 15982 20 Exp: 12131/02 12/5/2000 Scales 11/32" 1'' Truswal Systems Plates are 20 ga. un ess s y "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TBFs 26. o yrot rloox VARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. - Customer Kazoos iis design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneCbk s accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be The building designer must ascertain that the loads utilized on this Da s #LC . 10 g� da rified by the component manufacturer and/or building designer prior to fabrication. sign meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFacs L-1.25 P-1.15 aced by the roof or floor sheathing and the bottom chard is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. length. This shall not be placed in any environment that, TC Dead 11.0 ps f Rep Idbr Bad 1.15 acing shown is for lateral support of components members only to reduce buckling component 11 the moisture content of the wood to exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 cause cordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 10.0 pef Dee#ga Spec USC -97 sponsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Del Ratio: W360 TC: 060 JMMARY SHEET' by TPI. The Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf ,per Truss ID: H 1 Qty: 1,9 pl arum PMI/TPI - 1995 'II3IS LESICi1 IS ralE CMIFCGTIE I ES= OF M.IIIPIPLE 1090 CASES. 111 R SIS sY:oat are based QTLY on the truss ttat�ial at eacin b°az . PLA= BASED CN aEEN LLMM VALLES. 3 9- 2- 3 6 9- 2- 3 . 44-118 4-2-11 4-11-8 9-2-3 4 11 R 4-2-11 1 12 3 F10.29 -12.00 f" 4-7-14 IO -4-14 r �1 0.2 A A i t 11 208#) 2 208# 7 hissuat9 is designed using ti - MC -97 O:xle. H=ic�:e/Qui Lane = No ,, EV �'t13 y B Bldg Iaxgth = 80.00ft, Bldg dth = 4b.00ft, Menai root height = 22.33ft, MPH = 75 Classificaticn - 4, Dead Load = 21.0 psf 0-IF13 11 __j0. 45 82 xp. 12/ 1 102 job Name: moon 12/5/2000 BFr. X -IOC REACP ' SIZE R17Z' D TC 2x4 r L #1 & Btr. Scale: 11/32" 1' i 1 0- 1-12 354 3.50' 1.50" BC 2sA LFL #1 & Btr. K, 2 9- 0- 7 350 3.50" 1.50" FEB 2x4 DFL S15, PLATE VALLES PER ICBG RESEUKH REQ #1607. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TC Ft1ZC£ AXL, END GSI Loaded for 10 PSF rmt-ccrXXW ent BOIL. C}y]e: Customer Name: da -1-2 -342 .00 .15 .15 in accordance with the current versions of TPI and APPA design standards. responsibility verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain tlmt the loads utilized on this De s #LC - 10 gnr, {•„rte:BL 2-3 -347 .00 .12 .12 Live 16.0 psE DurFaes L.1.25 P-1.15 ; braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ®LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that BC FAKE AXL END CSI ti will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. - Fabricate, handle, install and brace this truss in jk} 4-5 220 .02 .11 .13 TRUSWAL SYSTEMS sass Northpark Dr., Colo Springs, CO 80907 accordance with the following standards:.'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING AND BRACING METAL PLATE CONNECTED WOOD TRU SSBS' -(HIB-91) and 'HIB -91 BC 10.0 pof Design Spec UBC -97 �� i 5-6 217 .02 .10 .12 Defl Ratio:.I/360 TC: Lt/360 t y. SUMMARY Tp5.0 Version T6.2.0 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. FES R=ICE CSI FM FCRCE CSI e t 2-5 161 .07 Y MAX I1gI1> CN 1999 IN MFM 4-5 (LIVE) IF -.O1" D= -.02" T`-- -.03" - Joint. Locaticns - 1 0- 0- 0 4 0- 0- 0 2t4-11- 8 5 4- 9-]2 Truss ID: H 1 Qty: 1,9 pl arum PMI/TPI - 1995 'II3IS LESICi1 IS ralE CMIFCGTIE I ES= OF M.IIIPIPLE 1090 CASES. 111 R SIS sY:oat are based QTLY on the truss ttat�ial at eacin b°az . PLA= BASED CN aEEN LLMM VALLES. 3 9- 2- 3 6 9- 2- 3 . 44-118 4-2-11 4-11-8 9-2-3 4 11 R 4-2-11 1 12 3 F10.29 -12.00 f" 4-7-14 IO -4-14 r �1 0.2 A A i t 11 208#) 2 208# 7 hissuat9 is designed using ti - MC -97 O:xle. H=ic�:e/Qui Lane = No ,, EV �'t13 y B Bldg Iaxgth = 80.00ft, Bldg dth = 4b.00ft, Menai root height = 22.33ft, MPH = 75 Classificaticn - 4, Dead Load = 21.0 psf 0-IF13 11 __j0. 45 82 xp. 12/ 1 102 rn 4 5 6 4-9-12 4-4-7 12/5/2000 4-9-12 9-2-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 11/32" 1' i 11H11(16 ga.), positioned per Joint Report. Circled plates and false r frame Dlates are positioned as shown above. TBF 19.3: MOM WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. i This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done No is assumed for dimensional accuracy. Dimensions are to be C}y]e: Customer Name: da 4 in accordance with the current versions of TPI and APPA design standards. responsibility verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain tlmt the loads utilized on this De s #LC - 10 gnr, {•„rte:BL AR MFG design meet or exceed the loading imposed by the locval building code and the paticular application. The design assumes that the top chord is laterally Live 16.0 psE DurFaes L.1.25 P-1.15 ; braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ®LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that P P TC Dead - n 11.0 sf Re Mbr Bad 1.15 ti will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. - Fabricate, handle, install and brace this truss in ga Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS sass Northpark Dr., Colo Springs, CO 80907 accordance with the following standards:.'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING AND BRACING METAL PLATE CONNECTED WOOD TRU SSBS' -(HIB-91) and 'HIB -91 BC 10.0 pof Design Spec UBC -97 �� i INSTALLING SI IEBT' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest can oresand Defl Ratio:.I/360 TC: Lt/360 t y. SUMMARY Tp5.0 Version T6.2.0 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 pef e t job Name: moon Bij X -I Cc I&= ° SI2E 0- 1-12 178 3.50" Ill' D 1.50" TC 2x4 r&L #1 & Btr. BC 2X4 rEL #1 & Btr. 1 2 4- 4- 7 186 3.50" 1.50" Pm 2x4 EEL SZR*ZAM PLATE VAUES PFR ICBG ISI RE=' #1607. TC FCRCE AXL- HID CSI I.ceded for 10 PSF rron-cnncurrert BQL. 1-2 -150 .20 End verticals designed fon woal leads only - 2 -3 .00 .20 -79' .20 .20 Ehd verticals that are exta'Yled above or 3-4 .00 9 .00 .00 .00 ���1 �� � �icn (ky XEN CSI F� for foroeB the to wind or seismic BC S 01 . lceds the banding. mB Fmm CSI mB PaKE CSI 2-6 -224 .04 4-6 -17 .01 MX LFTI.i CN (spats ' L/999 IN MEM 5-6 (LIVE) LF .00" D= -.01" T= -.01" = Joint Locations = 1 0-' 0- 0 4 4- 6- 3 2 2- 3- 0 5 0- 0- 0 3 4- 2-31 6 4- 6- 3 4-7-14 IO -5-3 Truss ID: H2 Qty: 13 c PISI/'TPI - 1995 IIIIS IE5TCi7 IS TEE CU11POSTIE 1ET C6' n TTl7f F. I,= msis. BFAPIM Fe2jII;I`)b27I5 811OAn are based 011 cn the truss material at ead bear-V- FLATIM BASED IN GZEEN LIMBER VAIIk5. 2-3-0 1-111-11-12 2-3-0 4-2-11 4-2-11 0-3-5 1 2 4 F12.00 -10.2 0-1F13 l4 4-9-7 SHIP Drwg: LUUU.J 14U 17 7-lu [1PLLSFT I�ACTTIN(S)33# grim ro=C (support 1 (SS) 2 127# 'This is designed usirrj the . LBC -97 Code. Bld3 FYtolcsed = Yes, Rld 7me = Pb H.mzc am/Coean Line = Nb F� C@Il go •y = B N�jg�j80.00ft, Bldg Ffidth = 40.00ft, height = 22.33ft, MPH = 75 Classification = 4, Dead Load = 21.0 pef u f ys P OF ES$/pN M Ess, �Fti Q 9� m ti W m J C4982 X79 }! i it Exp. 12/3,1/02 * r \r CNIL A�OF CAL%fw'- , - 5-� 12/3/2000 4 -6 -$Scaler 11/32" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 a.), positioned per Joint Report: Circled plates and false frame Tates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. - TW: 13.1 wo: MOON This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Clak s Customer Name in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds t #LC . 10 da R MFG]Bracing verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this s� design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFacs L-1.25 Pa1.15 braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 s f R Mbr Tied 1.15 LLC shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that p ll d b this thus in f O C Spacing 2- 0- 0 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, nista an race BC, Live .. ps TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead 10.0 psf Design Spec UBC -97 ; 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 Defl Natio'- 1r/360 TC: 1,/360 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 593 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 37.0 psf Tp5.0 Version T6.2.0 Paper Association (AFPA) Is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. , I job Name: moon Truss ID: H3 112 Drw : (:0003gUl YY -UI S Bl;G- X -IDC I&ACP 'SIZE ='D TC 2x4 DFL #1 & Btr.P1ati �, spec AISI/m - 1995 'IIzis trues is designed using the 1 0- 1-12 140 3.50" 1.50" BC 2k4 DFL #1 & Btr. PIIS D' 9, IS ME 03` :CSr E JET CF tBC97 Cbde' 2 3- 4- 0 140 3.50" 1.50" IE8 2x4 IPL SIS M]LTTPLE 10tD (3%=. Bld3 R=1csecl Yee' End Zane - No PLATE VAILES PER ICBG i d FE= #1607. EiE'ARIIG SIS Bhann are based axy FLurzil /Ooem Line = No , F �tec�y B TC FCRC£ AXG HID CSI PLATIN3 B>,SFD CN Gi1EIIQ IIN 2 VAIJES. on the t -sues matezial at �i bearing. Blc1j 80.00ft, 4 FTidth - 4a.00ft, 1-2 -107 .00 .02 .02 i�z roof hit = 21.0 Sift, ISI = 75 2-3 -107 .00 .02 .02 Classification = 4, Dead Load = 21.0 psf BC MKE AXI.. END CSI 4-5 73 01 .02.03 5-6 73 .01 .02 .03 I'm F= tSI 1 ram Fa;KE CSI 2-5 31 .01 MX rE7i=aT (spall) ' t L/999 INMEIN 4-5 (LIVE) L= .00" D. .00" T%= .00" - Joint Locations = 1 0- 0- 0 4 0- 0- 0 2 1- 8-14 5 1- 8-14 3 3- 5-12 6 3- 5-12 1-8-14 1-8-14� 1-8-14 3-5-12 1.8-14 + 1-8-14 1 2 3 ' 1�_ -12.00 a4 S F 'i 2-2-1 2-3-10 QROFES�/CN 1 t SH IP V- M ESS �Fti 3-4 0 O 3 -5 3 -5 _j No. C 5 82 9 2.5-4 e 0-JA30-W3 t 3-5-12 , Exp. 12/31 /02 4 1-��d4 ,5 •' 1-8 12/5/2000 Truswal Systeme Plates are 20 ga. unleas_88"-5riown by 111811(18 Scale: 3/4" - 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF' 9.3 WO: MOON This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: • in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degnr: #LC 9 da R MFGdesign meet or exceed the loading Imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 pef I>urFacs L-1.25. P-1.15 LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components mein cm only to reduce buckling length. This componutt shall not be Laced in miy environment that TC Dead 11.0 psf Rep Mbr ffiul 1.15 will cause the moisture content of die wood to exceed 197 and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in BC -Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING IFSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 . BC Dead 10.0 psf Design Spec UBC -97 ° SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dan Ratio: 14/360 TC: L/360 TP5.0 Version T6.2.0 Paper Association (APPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1707ZL 37.0 psf ob•Name: moon Truss ID: M1 Q : 3 Drw : - , EM JC-LfJC F8•I4CP SIZE FB:�-D 'IC 2x6 rFL #2 for lateral bracing H17IzaqmL Full ICN(S) : 1 0- 1-12 555 3.50 1.50" 2xs DFL #2 3-4 ® at call locatrm sh a a1. Lateral bracing stmt 1 274# - t 2 274# 2 14- 1-12 702 3.50" 1.50" BC 2:0 DFL 'SS system vdrictr imlude x-bracrrg ibility the kuild* Zhis is designed using the 6 7 4- 7- 5 9- 2- 9 VEB 2x4 DFL SE*VARD DFL #2 are the r of dmicy7� IYt>e�al tette I�t1M7rr may be IBC -97 Ocie. TC 1-2 I=AXL BND CSI 263 -qr,= 2x6 PI=ti- spec • PI�SI/TPI - 1995 u for co[tirUXIS 1 on Bldg Fllclased =Yes, F]7d 7117e = No 1-2 .03 .27 .31 -590 .00 .27 .28 TFIIS DESICN IS THE CLMLiSPIE RER= CF trusses spaa3d 24" cc. Alterratively, use shown an Ihwt^al Fi>lzzc��e/C> Line = No Dc� COY = B B1e13 SO.00ft, B1d3 Wrdrh = 40.00ft, 2-3 -115 .00 .24 .24 NbILTIPLE =CASES. based ONLY scabs orT-braces as System detail CD01003160. Mean r�height = 25.44ft, MPH = 75 3-4 0 .00 .26 .26 EEARII� � shoal are m the truss material at eadi bearing. standard PLAzE VAI.LES PER ICBG REPCFS #1607. Classification = 4, Dead Load = 21.0 psf BC FC RZE AXL END CSI Drainage age mist be provided to avoid pc6dirg. Ind for 10 PSF narcrn[rm'esnt BCII,. * ----------Lt�nD CASE #1 IFSICiQ IQ�IlS ---------------- R.Plf R.Ir 11.4/M6-7 5-6 379 .02 .06 .08 374 PLA=Z BASED CN CLQ LL= VAIDES. Ehd verticals designed fctr axial leads rnly. )grant hral irg d (by others) to prevent rct<ati-Wbcpp rec�ziseSee HIB -91 and Dix L.Plf L.Loc c TC Vert 54.0 0- 0- 0 54.0 14- 3- 8 .59 7-8 .02 .74 .76 274 .00 .74 .74 End verticals that are extended alone orPMI/TPI 1-1995; 10.3.4.5 and 10.3.4.6. BC Vert 20.0 0- 0- 0 20.0 14- 3- 8 .00 LLVIIL below the truss profile (if any) n -y regL- Type... Lbs X.Lcc v¢t 100.0 11- 0- 0 FPB FCS CSI VM FCPKE CSI adiitianal design arssideratian (by cthnxs) TC .43 2-6 545 .22 4-8 -296 .21 for lateral fcaoes due to wind or seismic TC Vert 100.0 13- 6- 0 .43 2-7 - 627 .52 STM -1038 .07 Ica on the Wilding - 3 -7 -253 .17 MAX EEFT 'rCN (span) - L/930 IN MFM 6-7 (LIVE) LF - 18" D - 24" T- - 42" - 4-7.5 4-7-5 5-0-15 = Jit Luetic - 4-7-5 9-2-9 14-3-8 1 0- 0- 0 5 0- 0- 0 / 9-2- 2 4- 7- 5 3 9- 2- 9 6 7 4- 7- 5 9- 2- 9 -25-0-15 1 2 3 4 4 14- 3- 8 8 14- 3- 8 F12.00 100# 100# 10-12 3-4 10-10-9 3-6 1 10-10-9 MSS/Opq` ESs Fy 25-4 2Q 9�cy 1-8-0 /Cr< I - o. oa 982 R p 3-4 3-4 3-4 P. 1 31/02 4 14-3-8 srq� NI OFFo�'��P 5 6 7 81 4-74-7-5 44o_-7•���_-_5 -� S-0- 15 1/10/2001 Truswal Systems Plates are 20 ga 4 uiaess sh6A9by "18" (49-341.) or Scale: 5/32" - 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to tate Erecting Contractor. TBF: 67.3 WT: 115 # WO: MOON This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgar: #LC = 10 da B R MFG]braced verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this loading imposed by the local building and the application. The design assumes that the top chord is laterally L=1.25 P=1.15 LLC design meet or exceed the code paticular by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 16.0 psf TC Dead 11.0 ps f DurFacs Rep Mbr Brill 1.00 Orating shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed lin any environment that + will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0-. 0 'I'R nSnnSV. sl'�TENS aa.t5 Wrrhpark ur.. c,a,. Springs, Co NrSrn ❑ccurdanee Willi doe following standards: 'JOINT' DliTAll S•, Iw Tiltswal, 'ANSI/TI'I I', 'WTCA I' - Ward Truss Council of America Standard Design , BC Dead 10.0 sf P Desi Spec UBC -97 Design Responsibilities, 'HANDLING INSTALLING AND BRACING NIOTAL PLATE CONNECTED WOOD TRUSSES' - (HIO -91) and HIO -91 SUMMARY SHEET' by TPI. The Truss Plate Institute ('1111) is loc ted at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and� Ratio: L/240 TC: L/240 Tp5. 0 Version T6.2 . 0 Paper Association (APPA) is located at III1 19th Street, NW, Sic 8W, Washington, DC 20036. TOTAL 37.0 psf • FLAK PI A I k. 3.4 12x41 b -b 12xtil 6612%81 n • • .•. IIII I II 6C $PUCE. 3.41201 I • s•a 12!6) �_ 6-e 12 A LAAXIMUM 40 PSP tIVE 1 OAD. B0 R1lI/ WIND EXPOSURE C. LESS THAN 21Y•0' WALL IIEIOIIT 1.6.3, RRACINt1 DE TAII S MINIMUM GRADE CHonDS AND STL`DS 2x4 STUDISTANDARD. STUDS TO 6E MAXIMUM 24'o.c. HEEL PLATE: 3.4 (21141 6.6 12x61 �, e•e I2x81 CONTINUOUS BT:ARINO WAI1. MACV15 . R WJMDBw is it • 1, s 2.4 CONTWUOtM I!AC1M0 WIT/ Idd NAILS AT S4•&A, TO THE WALL PLA:". SECTION A GABLE END FRAMINO CONNECTION DETAILS IMIN. NAIL REOUt1IEMENTS SI/OWN) EIABLE STUD 2■4 SOLID BLOCK WITH 3.16d NAILS Sd AT 6' o.e. SHEATHING TO GARI E EA. END AND Bd NAILS FROM SIMATIIINO / TRUSS. Od AT 6' c.o. TO HLOCK AT 6'o.c. 1•/6d led AT24•SA6 2.160 !led AT 1 Y.' NOTCiI Q 32 o.c. SOLID BLOCK �� 24'0 0. ]-lee w1711 2.10d TOE- NA11 FD EA. END I 2r4pRACE WITH 4.1Nd NAILS — - ILA1F 4:1JUL :1/1Ai•IttU - {JAIL• MODEL 20 U8C CONTINUOUS 2/11/69 GABLE DETAILS Co g �..••.s Ig14WALSYSIE1ASC0fV0 Alk74 WARN= hood Ott notes on this closet and ghe a COPY e! It I0 the EroClblp 11ri .M.y. .1 •I M w►.A./ 1�„I.yp l'MW.�M R M1 bMI IIaMd M ap�f�fA=.M� !MAMA •II �M bMl!!IMb �'��I�•_ ..awW...�IwtOwl..ra.r+✓1M.M MMdwp pMOYd1. Maaa�00ti4A!►n.rS'rr/b1 �!~OOO�'�!'!►a_•�Ie1• � • W Ir •a.Anl a� w tl.w,.Mwa � rrAr�.r MM/w �W �4A�1"r /� b Iaerlr/+A IIIA �IFIIe !NIMH �A• AIKAA~I O,N ysrE! M4IM.4M AMMAYMI Ma..AM VNMV MI�1�«O.IN� MIA�•i11M• •r�MYAA/*MM1AA 11•IIIOOrwI�/IrA�A��A M.i V AIY/ aN.Iww1 W •.. enitiw � MrA � 4rM11 AK V W A 1�•.a a.oall+.• �Io.AI rN� �� oar �� �� �e � A..A.wwlarw.a.IaMNrlw.w.w�a..n�MNOM�rsJ1W MPf1_• ,w•.YI1��.IA alrAarlrMaA/A_a11aa�1AII�A� • Mara.Mlws.vo.Ma••sw.ee...cwslH'M•MrirAeollllolte. Alco �� ��i1�-11o.OR MOM A.•�•�Mr , w'[AwYN[..wII.. WO.M pfd IIIUSClMa MAMML' M •.wWTAL Ay COaatll0l {t/wON10I0aa OlTA►NJITe I:I11.�ETlO wAI OOo IJSSES• • fOSTNN 1 'Ia►OLA4G MSfA1,UNO AND e11ACINe NTAI AII! COMMlC!!O wOOO TMI!!!! • AIlI M AM 7l�M SI.aluYlrSNeEI'I.11n/tiL.naA...In.walrnlrura.oaa•aoowo•oow..wmmmkwNrrmm"i'm MM�sIIl/inw�• 1 ►.pM waaoarow IAIt+11J ■ bfANie M 17'!0 CAIIIIOIN.+IA Aw. III• il. >,OD, wAsloyea► BC 70D.14 . MAXIMUM 1'-0' SAVE WITH • •�.:_ BLOCKS 0 37'0.c. OR 2'-0' EAVE. I 6'-0' MAXIMUM MAXIMUM. WITII 4x2 /7 OR BIN. BRACE SPACING OUTLOOKE14S CUT INTO GABIE2X4 ter tmes 2x4 /2 MINIMUM CONTINUOUS STRONOBACK RRACED TO ROOF STRUCTUHE AT 6'•0' MAXIMUM. 2.4 STRONOBACK BRACED STRONOBACK AT. AT EVERY 6'-0' MAXIMUM :7 ' - 4'-10' CLEASPAN, 70 MP11 4•-1.b•CLEARSPAN. 00 Mill 1.6.3, RRACINt1 DE TAII S MINIMUM GRADE CHonDS AND STL`DS 2x4 STUDISTANDARD. STUDS TO 6E MAXIMUM 24'o.c. HEEL PLATE: 3.4 (21141 6.6 12x61 �, e•e I2x81 CONTINUOUS BT:ARINO WAI1. MACV15 . R WJMDBw is it • 1, s 2.4 CONTWUOtM I!AC1M0 WIT/ Idd NAILS AT S4•&A, TO THE WALL PLA:". SECTION A GABLE END FRAMINO CONNECTION DETAILS IMIN. NAIL REOUt1IEMENTS SI/OWN) EIABLE STUD 2■4 SOLID BLOCK WITH 3.16d NAILS Sd AT 6' o.e. SHEATHING TO GARI E EA. END AND Bd NAILS FROM SIMATIIINO / TRUSS. Od AT 6' c.o. TO HLOCK AT 6'o.c. 1•/6d led AT24•SA6 2.160 !led AT 1 Y.' NOTCiI Q 32 o.c. SOLID BLOCK �� 24'0 0. ]-lee w1711 2.10d TOE- NA11 FD EA. END I 2r4pRACE WITH 4.1Nd NAILS — - ILA1F 4:1JUL :1/1Ai•IttU - {JAIL• MODEL 20 U8C CONTINUOUS 2/11/69 GABLE DETAILS Co g �..••.s Ig14WALSYSIE1ASC0fV0 Alk74 WARN= hood Ott notes on this closet and ghe a COPY e! It I0 the EroClblp 11ri .M.y. .1 •I M w►.A./ 1�„I.yp l'MW.�M R M1 bMI IIaMd M ap�f�fA=.M� !MAMA •II �M bMl!!IMb �'��I�•_ ..awW...�IwtOwl..ra.r+✓1M.M MMdwp pMOYd1. Maaa�00ti4A!►n.rS'rr/b1 �!~OOO�'�!'!►a_•�Ie1• � • W Ir •a.Anl a� w tl.w,.Mwa � rrAr�.r MM/w �W �4A�1"r /� b Iaerlr/+A IIIA �IFIIe !NIMH �A• AIKAA~I O,N ysrE! M4IM.4M AMMAYMI Ma..AM VNMV MI�1�«O.IN� MIA�•i11M• •r�MYAA/*MM1AA 11•IIIOOrwI�/IrA�A��A M.i V AIY/ aN.Iww1 W •.. enitiw � MrA � 4rM11 AK V W A 1�•.a a.oall+.• �Io.AI rN� �� oar �� �� �e � A..A.wwlarw.a.IaMNrlw.w.w�a..n�MNOM�rsJ1W MPf1_• ,w•.YI1��.IA alrAarlrMaA/A_a11aa�1AII�A� • Mara.Mlws.vo.Ma••sw.ee...cwslH'M•MrirAeollllolte. Alco �� ��i1�-11o.OR MOM A.•�•�Mr , w'[AwYN[..wII.. WO.M pfd IIIUSClMa MAMML' M •.wWTAL Ay COaatll0l {t/wON10I0aa OlTA►NJITe I:I11.�ETlO wAI OOo IJSSES• • fOSTNN 1 'Ia►OLA4G MSfA1,UNO AND e11ACINe NTAI AII! COMMlC!!O wOOO TMI!!!! • AIlI M AM 7l�M SI.aluYlrSNeEI'I.11n/tiL.naA...In.walrnlrura.oaa•aoowo•oow..wmmmkwNrrmm"i'm MM�sIIl/inw�• 1 ►.pM waaoarow IAIt+11J ■ bfANie M 17'!0 CAIIIIOIN.+IA Aw. III• il. >,OD, wAsloyea► BC 70D.14 . Robert D. McGhie .lob /BOO ti! Structural Engineer Sheet of P. O. Box 338 Date Forest Ranch, CA 95942 By 7 -4 Checked by (530) 891-0903 t-....., .- •• •- - - - -. •..... -• ... ; .. • .. L.. 1.l.-. -. .�...... - ... ................. lls.................................. i�y. J�:.. . .... ..... �. pKi .5 Oic . -•..... .....-^' •..... .............. ............ .. . ... •/ .. ~ 'tea (d' .t..-... ...... ,... -- .-..................... i -?- ' .. --- -- -. .. .-- --- -- ���• � - � -• --• e�--� .yam -` ��, --- -- •- •-..-....---•- -. -- ... f: ......:......:......;.....;......• .. ;• ;.. .;.. .. -. .. .. ............ .. :vt•. -- .l�.�-. .................... .. .. ......................... -. ...- .. .. .- ............. ................. ...f....7�t .................,,,,a...o.!-....................... ...... • .. :- ......- .. ................... ........................................ .- . G ;....gym- •• ....................... .............. ................. ...... ,............. Robert D. McGhie Structural Engineer P. O. Box 338 Forest Ranch, CA 95942 (530) 891-0903 Job Sheet of Date ` Z--/ !) J ByChecked by .:............... •---...... • .............. .. ---��y /.S ... .. .. .. .. _ ... .. .- . -- - ... .. .. .. ... ... .. .. .. .. ..--- /�f( . 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Box 338 Forest Ranch, CA 95942 (530) 891-0903 Job 00/l/ Sheet of Date - ' '�:i BY Checked by .. .. .. .� .. ! ; .. .. ... .- .. :......:....... ..:. .. .. .. ... ... .. .. .;.. .;.. .} .. .. ... ... .. .. .. ... ... ............................. ... .:.......... ... .. .j...... ...... }.............. {...... j......l......;......�..... ............... ......... ,./_ ......................... ............. .. .. .. ............ ................... r ..;.. ..;.. ..:. ...;.....j....j..........}.... .... ...... ........... .. .. y ...:...... ... ... ...�......t......y....................•.. T. .v ................... .... .. ... ... .. ...{ ........:.... .. ...i....t... .. ............................... ............................... - ,..�.... r::- •i , ��.. J, ... .. .. .. i : .. ... ... .. .. .. ... . . . -.1 4- ff3,.p...1./..3.3.. T 1 ;......,... l .: . . . ............. ......:.... ,. .... ..: t �1 car ' ..? ..4� ..% = .. .. .. .. .. . . .. ... .. .. .. .. .. . . -. . �.. .. .. �. ....... � .. 3 • �P - Com• .. .. ... .. .. .. ... ... .. ....... .. .. ... .. .. .. .. ... .. .. .. .. -.. ... ... .- .. ... - lL :: L ..: ..................... On Robert D. McGhie Structural Engineer P. O. Box 338 Forest Ranch, CA 95942 (530) 891-0903 Job _MOO 4 Sheet 42 of Date By Checked by .. ... ...�•''.,�... r=:�1-. `�-....�./...3...�-=-'�-- 1-- x.•//..3...3 . - ...------.............. % ..............' .. .,..A ............................. ........................... .. •. ............. .. ...._. z ... ... ......:......:......;••....;....................;......;....;...........;......;......j......% : : : : .................... ...:: ... ..�..... . ............,/.., Z.. . r 44 ... ;.........:....... .: .......... :...... ...... ..... - �..�a...».....z.. ... .......................................- ............ ..........� ............... .- . -• - .....:......:......l......}......�..... ..... ............. i......;......! ...........v.....:...... i.............. } ..i............ i......; b. ............................................... - . ........................................ -- • .............. .• • ••. ............... ... . .1... _ .. ...................... ...... •. •• • . ............. .. .. .5... .. .0 .. .....=.. L.... Robert D. McGhie .lob Cad&/ Structural Engineer Sheet S of P. O. Box 338 Date 7,(o - 60 Forest Ranch, CA 95942 By 124,1, Checked by (530) 891-0903 ...... .. .. .. .. ..... .. ... .. .,.:.l.. i.R.t.l:.. ...1 :�.-...... ... ---/•/••i �'�-I , ... . �. 72 .�.. ` .. ..; •1• 51. 7....... i.l....,...... .. .4......` ... ..... t...........% - ..... - 3 Z.7.. - . .. .. .. - '- .. .. ... ••� . .. ... .. ... ��.5• �� N'. .. ...{....j......j......y.... ..... {......j...... .....................�...... {...... .......... ! ..... i......j .... {...... j......j......j............:.....j...... j......j......}..... .. .. ............. i��../..:.(,�........ .. .. :. ................ ............. ................... .. /... r:./.. L.� .. .. .. ................... ... .. .. .. .. "! 'J. .. .............�:• .;...... ;......_.... - ... .... .......... ............:......:................. 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McGhie Structural Engineer P. O. Box 338 Forest Ranch, CA 95942 (530) 891-0903 Job X110 ,:) ,..A Sheet �� of Date - ?lam- Go By L-4 Checked by ..f�;°...�....r... ............ .. .. .. ............. ...t. ��'.f...'.�.. -... ................... ............. -- ............ .. ............ .• -- % ...... .- . . .. .............. .................... ... // -. ............ .................... .. ................................ ...;.. ............. ...... .. .. .. ... '�' �`. .......T... Zl..J► --• .. .- .. ... .- . . . ••• .. .. ... .. .. ............ ................ Alm- ....��.r�.� . �L�7-.s ;. ................... :...... :...... ... _ ................ G .i..'•...........:......>..............................}......�............ rel._ ....7 y 41...c :............ , :� i w; P1• 1. � � � / /{� /� 1 T� .......... ...... .. ......... ..................... ............. ... ... ... Robert D. McGhie Structural Engineer P. O. Box 338 Forest Ranch, CA 95942 (530) 891-0903 Job M0-0 k/ Sheet 7 of Date By r' ` Checked by ............. ............... . .:.. � ... _ .. . .. ... ..�.. -. .. ... _ .. .. .. .. .. ... .. .. .. .. ..... Vi 72-i ::..:........ ...................... 1...,.�`R:�';;��'.i; `r7 . :......t......:......:................t......�......F......; �......: i .. ..fes. l�I. �. .............-• .. .............. ......................... ;.. +.. .+...1.} ......... ................ ......E......y.....Y..................i......y ......... t.. ............ v.. ......._ ... ................... .. .. .. ............. .............. .....t....�...........................i...... i... .... .. .. ..;.................{......t......}........ •- .. .. .. .. .. ... ... .... ............ .. .. .. .;r. .4-.................... ..........................................i.!.. ~�3`•---• 1:::....... ............ ... .. .. . /f/... c'o.s L,...... .. ;.. ;.. i 4' Robert D. McGhie Job M()O/-/ Structural Engineer Sheet of P. O. Box 338 Date %L, Forest Ranch, CA 95942 By x,0,4 Checked by (530) 891-0903 ............... - 47-ld l.. 5.-' '. - ' ............... ............ ... .............-....z-. `.. .....- ........ ............. -. . . . . ... ..................... .. .. .. .. ..._.. .......~ �, '..................... .. .. ................... ... �.... �1 .... A. , j.. r .. ............. .• .. .. ...j....!.... ...... {...... j ...... j...... }...... .... i......;.....j......i......�..... i. .. .i.... .i...... ............. f...{......{...... j......t............ ............................................... 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Box 338 Forest Ranch, CA 95942 (530) 891-0903 Job _14e)01/ Sheet of Date 12--2 A - t�J By "D .— Checked by _ s ... _. • ..... .. .i.. .. i.. .. ..+ ; . .{...... j.. ..j............ i.....;...... 4......}......}..... i..... .........t. ..................................'A .. ... .. .. ..... ::....... ........ �' • ............. .- ............. ... _ ... .. .. .. ... .................... +......{......+......y...........:......:......y......y......y..... ..�R . ... .............. .. ...!....}- ...}.... ....{....}. �..F :C..� .............. ...4. ---- ....y....i.... ..f` i -• . % ; � �e<•f �.�C . �................................. .....:............s• ..... .............. ;...........:....i. .....; . ..i .. ..............:......{............ }...... ......;...... .. ;..... ....}....t... �............... .}------ ... 4....{...... �...... ...... .. f .. ' ... Robert D. McGhie Job Structural Engineer Sheet of P. O. Box 338 Date Forest Ranch, CA 95942 By 12 L),q Checked by (530) 891-0903 . . . . . . . . . . ..... . ............ ...... ...... ...... ...... ...... ...... .............. ................................ ..................... . . . . . ... . . . . ................... .. .. .............4......j......' .... ...... ......f....... ..... . .... ...... ....... ....... ... .A4.A e eV........ ............ ............ ..... . ....... . ................ .......... .. ........I. ...... . ... ........ ....... ... ....... ... ........... ........... ........... ..... ... ...... . .......... ........... ........ .................. ........ .. .................. ....... .. ........ ... ... 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