Loading...
HomeMy WebLinkAbout079-080-0776 y -d N N N a•- £��. _-00-1294 MORGAN, )OHN 1- / nak CRANE AVE., OROV I LLE CONTR: ROGER SOUDAN CONST. NEW SINGLE FAMILY P'% r. -- IF y WL!1 .LrIr'. •na xi a. A .,.roa. ,�.0 ....� . S b y. ,g°J,• w�S.i.,iiS..... ,. CERTIFICATE OF MERGER AN 036-800-QSX & portion of �'- 3 Oh9-oho- -77 tte Coun�y !LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 t ' TELEPHONE: (530) 538 7541 JOHN MORGAN, 380 CRANE AVE, ORO. LLE' With reference to the above subject, ou record and your permit falls into one of the c \ goryX� Np­mit work ctartP�i, hilt not nnmn etP fee (plus a $20.00 filing fee). There year from the original expiration da expiration date, all work must cease until we are enclosing a renewal application you where indicated and returned to thi of the application form. FAX: (530)538-2140 Re: Building Permit # 00-1294 Expiration Date: 8-28-01 A.P. #r--' 036-800-077 s indicate that your building permit expires on the above date marked below: d. permit may he renewed for iii the orimnai building permit newal permit will extend the building permit for an additional te. Should you not renew your permit within 30 days of the a new building permit has been issued. For your convenience, fbrm and owner -builder form to be completed and signed by s office together with the fee shown. Please return all copies [ ] No inspections have been made on permit wo& Inspections are required to verify code compliance. We are unable to renew a permit where the wo ,k has not been started and inspected prior to permit expiration. After expiration ofyour .permit, no wor may be started until a new permit has been issued. [ ] A final inspection has not been made on permit occupancy. Our field inspector'has verified that t: a final . inspection can be made and final app occupancy or to present an acceptable plan for Final inspection approval is required before ing is occupied. Occupancy must cease until we>j You have 30 days to voluntarily cease trit,corrective actions to be taken by you. If our records are in error or should you have any questions gRV IT T� E office. Thank you for your prompt attention rconcernliiji is matter. very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: ROGER SOUDAN CONSTRUCTION Chico Office - 411 ncceining this matter, 0 01, 'Q 17-1 contact the d� s&9=1-2'75 �s P John S. Morgan -7 380 Crane Avenue cricc Orovit[e, CA 95966 \ oa SEP Oil& pIvtrI4q"'t/ 011 0 /L �1/L� ; �'O p m 9MV/G� 7 &67" r-7 CVVT� Vn. 7 7 - 97 11,1 n All JiltIfillill1111111.111 iillliii.11filiii}lilil,ilIll NOTES RESIDENTIAL t { ? PERMIT NO. ,i , t 1294;,,w, • , MORGAN, JOHN � ,,k�';,,� w, CRANE AVE.. OROVILLE' Gd v G v CONTR: '`ROGER SOUDAN CONST x NEW SINGLE FAMILY ;.f SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. 'FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER E.a OFFICE COPY y Address — G M y -ELECTRIC , {j11!• Meter By. Date .JOB FINALED (Date) f Signature V= OK 0 = Not OK - = Not Applicable = Not Ready, MOBILE HOMES Date ` MOBILE HOME UTILITIES (Plans) OK except Ws Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 L 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.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except If'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- Enclosure s-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 = OK 0 = Not OK = Not Applicable = Not Ready f RESIDENTIAL (; Date derfloor (Plans) OK except #'s (j . Zoning-Setbacks-Easem,Zs-Flood-Slope Ftg., Main; Soils-Elec r .-/ y /- Ftg. Dep -.h 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 5. Stemwalls, Garage; Steel-Blockouts-Wrapped Ea. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 3. 00 13. P' s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Suppor.-Ins. 14. Girders- Sills -Anchor Bolts-Joists-Vents-Crippies Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection i--r--Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastene & L2a-�!­­Appliance Circuits i Kitchen & onductor Size GFI 23. Subfeed Wire Siz / iSga. Cu(r ALA.C. Wire Size / / ga Cu or AI 3a). Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No eryice-Riser Conductors & Ground Main Disconnect _. Equip. Clearances Panels-Motors-Mech. Equip. 13-r'CI thes Closet Light -Shower Light -Spa Light Smoke Detector Date i7zo�0b Card B-1 ZA Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 43 -r -Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade F nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date// 2;7� Card B-1 Date Card B-1 i Date Card B-1 Date Card B-1 Date_FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Ungle & Dyplex) Date v FRAMING (Continued) AOI-Hpgers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4&-Firq_p g 11IFF t Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions f'61' Garage Fire Protection Framing rty Line Firewall & Openings (-�Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ". Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer -j-97-. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 60. 61. 62. Date `% A4 Card B-1 Date Card B-1 Date f JVCard B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ABTE .Steps -Door & Sidelight Protection -Landings . Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Lao-bec. Trim & Subpanel, Breaker Sizes & Labels ai s 70 -Hearth Elec. OqUals at Wood Panel, Int. & Ext. & Appliance; Ground -Air Gap -Cooking Clearance We -Outlets & Receptacles at Kit. Counter ge Fire Door; Swing -Landing -Closure as-rc. Duct in Garage -Damper UO"Wtr Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jD Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Ve-IE-lec. Receptacles in Garage (F.F.I.)-Romex Protection / 7 nsulation-Foam-Looked in Attic 6 ai s eck Construction -Post Caos 83.-69n--b'Br7nts-& Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Flqar ❑ Yes 82. Flowing Instld./Drive s 0 No/Walks Q es 0 No/Planters 0 Yes 3115 St co Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing RK�% Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 -*at r elt� /F I, D -Disconnect, Electrical, Plumbing AW'Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House OW -t -lass Protection 90. orrections from Previous Inspections 'g -61.5i -Meters Tagged, Gas -Electric r0 d ater & Sewer Connected -C/O to Grade -HD Approval EngLrgy Compliance Certificate -Other Certificates Lge-Address Posted Date 5/ ,, Card B-1 Date Card B-1 Date t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 15. Access & Ventilation 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _UFWater PLUMBING (Permit) OK except #'s Htr.; Vent -Access -Combustion Air Baffle (y3� Vater Pipe t nchor-Nail Protection D.W. ttings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date ! Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection i--r--Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastene & L2a-�!­­Appliance Circuits i Kitchen & onductor Size GFI 23. Subfeed Wire Siz / iSga. Cu(r ALA.C. Wire Size / / ga Cu or AI 3a). Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No eryice-Riser Conductors & Ground Main Disconnect _. Equip. Clearances Panels-Motors-Mech. Equip. 13-r'CI thes Closet Light -Shower Light -Spa Light Smoke Detector Date i7zo�0b Card B-1 ZA Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 43 -r -Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade F nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date// 2;7� Card B-1 Date Card B-1 i Date Card B-1 Date Card B-1 Date_FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Ungle & Dyplex) Date v FRAMING (Continued) AOI-Hpgers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4&-Firq_p g 11IFF t Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions f'61' Garage Fire Protection Framing rty Line Firewall & Openings (-�Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ". Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer -j-97-. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 60. 61. 62. Date `% A4 Card B-1 Date Card B-1 Date f JVCard B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ABTE .Steps -Door & Sidelight Protection -Landings . Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa Lao-bec. Trim & Subpanel, Breaker Sizes & Labels ai s 70 -Hearth Elec. OqUals at Wood Panel, Int. & Ext. & Appliance; Ground -Air Gap -Cooking Clearance We -Outlets & Receptacles at Kit. Counter ge Fire Door; Swing -Landing -Closure as-rc. Duct in Garage -Damper UO"Wtr Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jD Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Ve-IE-lec. Receptacles in Garage (F.F.I.)-Romex Protection / 7 nsulation-Foam-Looked in Attic 6 ai s eck Construction -Post Caos 83.-69n--b'Br7nts-& Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Flqar ❑ Yes 82. Flowing Instld./Drive s 0 No/Walks Q es 0 No/Planters 0 Yes 3115 St co Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing RK�% Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86 -*at r elt� /F I, D -Disconnect, Electrical, Plumbing AW'Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House OW -t -lass Protection 90. orrections from Previous Inspections 'g -61.5i -Meters Tagged, Gas -Electric r0 d ater & Sewer Connected -C/O to Grade -HD Approval EngLrgy Compliance Certificate -Other Certificates Lge-Address Posted Date 5/ ,, Card B-1 Date Card B-1 Date t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 08/24/01 13:05 SACRAMENTO INSULATION 4.5890793 NO.434 D01 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS I LOT ❑ P•0.80X 854, WEST SACRAMENTO, CA 95691 LIC. 0202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 Q P.O. BOX 8851, FRESNO, CA 03793-8551 LIC. N202020 -�-�L ❑ P.O. SOX 1631, RENO, NV 89505 LIC, 410675 Jq`1�,.� ❑ 3328 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10678 �i OA�TEiNSULATIONCOMPLETED J4jC/i I SIC -303 BUILDER COPY • SOUAREFEET) I SOUAREFEET) { SQUAREFEETI TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION ATERIAL FIBERGLASS MAYBRIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANLIACTURER3 PRODUCT I'D MANUFACTU ER'SPR000CT10 MANUFACTURER'S PRODUCT 10 MANUFACTURER MANUFACTURER' MANUFACTUREA OCF OCp OCF BAGS A - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUAREFOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATE IAL FORM P VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATCFAAL MANUFACTURER W R.GRACK THIS IS TO ERTIFY THATINSULATION JUR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS, SIGNAIONCr RAC _ _ L DATE MANAGER kv ot SIGNA RAL CO TRA TITLE PATE REMA KS 1 SIC -303 BUILDER COPY COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PE 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 complete If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. zwi) Date Inspector, ✓ REV 10/92 A 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 OWN 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. f you have any questions pertaining to this matter, or need additional explanation, Fes: please �tact[this oOffice immediately. r� Q � C d>f _f_�i 1--.114 pier '�_ Cox _ ) Y k Date �( Inspector a REV 10/92 '�r`��T� t��'s'�.>w��`w't' w"meg •l.�`s»"�"�f .,,..�b-��-t•��:, y. '�+"-'+JP`�ia�.��.`.,. c. .a COUNTY OF BUTTE' 4 _ BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES. ` 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive Oroville, CA • (530) 538-7541 ,r CORRECTION NOTICE OWNER PERMIT NO. s A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice*this.office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co tact this office immediately. '/l1 as 3 ry�w Date /6 go Inspector REV 10/92 U pcv �i k. i 3 ry�w Date /6 go Inspector REV 10/92 F COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -�J f 4 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) . APPLICATION AND PERMIT " ASSESSOR PARCEL NUMBER 036-80-0-077 ZONING BUILDINGPERMIT OWNER JOHN MORGAN "`599 %442 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS39OLD POST DR., OROVILLE 95966 R58 11 19 444-00 CONTRACTOR'S NAME ROGER SOUDAN CONSTRUCTION TELEPHONE 89 0799 372 120V 4.836-00 CONTRACTOR'SMAIuNGADTsHASSLER COURT, ORORVILLE, CA 95966 CONSTRUCTION LENDER �U NO. LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 846..00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 54990 BUILDING ADDRESS CRANE AVENUE, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF RJ Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 TYPE OF WORK New ]0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMTLY DWELLING Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Is Or) Mobile Home I S I G I W @20.00 ' PERMIT FEE $ 143.( ELECTRICAL PERMIT Fling Fee 20.00 OR LE Main Service zo.A ROV OR LESS 23.00 23.0( LICENSED CONTRACTOR'S DECLARATION 1 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 ' full force and effect. 6021 1 License Class Lic. No. L7 [ -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, 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 Main Service To 46.00 ZCU000A WEE200A NEW CONST. D & ACC. OCS. ( p 3,SaFT. 119.8` NEW CONST. MUL�TICOu�TLEr NON•RESID. U @7.50 POWER APPARATUS a SINGLE ourLEr CIR. Ex. Occup. ounET OR FIXTURES BAL @';50 OWNER Ex. Occup. OUTLETS R DPPLNS.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 162.85 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 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 shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the wo ers' compensation provisions of section 3700 of the Labor Code, I shall Orth itcom ly ith those provisions. 6 Date 6�C i nature of Applicant - ❑ Owner V Contractor ❑ AgentAn OSHA permit is required for excavations over 5'0" deep e d demolition or constructionof structures over 3 stories in height. 3(X MECHANICAL PERMIT Filing Fee 20.00 Heating 25.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 4.50 PERMIT FEE $ 81.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE FEE $ HA2. p. FEES IMP FLOOD CDF PARCEL PDtY X ISS This permit is hereby issued under the applicable ofWBlutftteCode and/or Resolutions inwhich fees have beeni,paid. ByDiirte PERMIT EXPIRES ON in- provisions to do work i Receipt No. 294803 $652.90 -T WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �j� r 7 County Center Drive a Oroville� California 95965 • Telephone (530) 538-754 PERWT ` AP IOIVANDPERMIT 0—zgo laLICI�T (Rev. W95). I Aet�.aiba.Arxa / _ _ gol/ /'�.� 7:2nD1'O t0 BUILDING PERMIT Owe Tn�.�o a 'MZ70A r_ VA SO. FT. OCC. BUILDING LUATION iIS VS OD N OoNn{AOT0 - IS 0--JWA— OownvxT10N umat Fireplace Total Valuation = �++ncr oR vamem ucosE NO. Firina Fee 20 Permit Fee i AACWM T OR oaMMa "WNo ADor�as Plan Checkin Fee i MULDMADOPAMEnergy Plan Checking Fee i i PERMIT FEE _ Tw .� susoneanNAAe r""6 rAr PLUMBING PERMIT Filing Fee 20 Each Trap q 1 7.00 USEOFSTRUCTURE F Duplex ❑ Moblehome O Other 1115.00 Solar or hent pump water heater 29.00 Water iping 15.00 Each ns water heater a vent TYPE OF WORK New k Addition ❑ Remodel O Ulilhea O Insulation O Other O Describe Work: Gas piping system 1 - 5 outlets •(A% 15.00 Building sewer 15.00 Moble Home I S G W 020.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20 Main Service 200 o�Rt�ss 29.00 23tZ - — -'— — -- • ��✓��i c LID ` / - ^ � O,L L'� J �� • Mein Service -.*"TO T000A ) � 46.00 New CONST. OR ADONS. • ACC.::cuOwBls+O es.v. 3.5Csa R. Nor.Ro�o. t"-Ounzr @7.50 a=MM •s OM as EX. OCCU . OVnAT oR wnuRESFMO APPL-4. OA Ex. Occup. OVTLM ESiD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE _ s MECHANICAL PERMIT Fling Fee 20 Heatingl� Cooling Hood 6.50 .� Ventilation 45Z PERMIT FEI: f Mo bile Home Installation Fee = Energy Inspecti n Fee i CONST. vc ��/ro T TAL F $eppeable o. RES This permit is hereby Issued under the aprovis of the Butte County Code and/or Resolutions to do v indicated above for which fees have been paid. _ By Date --- 1 PERMIT EXPIRES ON — i DATA �wwY���^'FT Xj�^ "_�i"V�P��RLi BMs _ �_� �•� � ,4,�pD j l�^ri y�� '! COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE'; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: IM orASSESSOR PARC: 0310:- Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following :data must be submitted prior to peAnid pr6cessing and/or issuance: -7 Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- El 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ — ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ E gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes!-Rc��-- Energy Design Compliance and supporting documentation. -----:-6----- -to ---------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured/^H�ome data and in allation instructions including Tie Down Specifications.----------------- eesof $ O( ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. -- - ----- ------------------- ------------------- California----------- Department of Forestry plan approv S. -- - ----(��� ---------------- ❑ 1133. Flood elevation certificate. ---------------------- 4 Sanitation and plot plan approval W�{Abealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. Planning approval for (A) Use: i (B) Parking: - /VVContact Land Development about M Improvements, ❑ Drainage, dLegal Parcel. 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ` �700024. Letter of signature authorization. ------------------------------- `vn"Nu 15 . Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. --------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 1129. 0433 A; []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) Whep you issue the pgFmitt� rro[�oce�saas follows 11 Mail to owner,AMail to c tractor. Telephone S �'TT 5Ly" and hold for pickup at(%� 1 ce. ❑Deliver with inspector. Applicant: Date: M Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departm t, they: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, &Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Dii�d}}sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. i,�rX11. COUNTY 'OF tUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE lW.0c 1BUII,DING PERMIT FEES Q� -7Balance Due ................ $ �I 8 ` �'✓ A. P. # 03p0 —0 "77 DATE WOO RECEIPT # DATE REC MV4 01/yP-6 -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ e12 -. SCHOOL DISTRICT FEES �)n (paid at District Office) �� #v/.i o 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units ' Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES k1510.00 (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 application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be ed ng the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div: 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) r w._ ... ,.y • , ,, , . .... utte Count L A N D O F NATURAL. WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1294 Expiration Date: 8-28-01 A.P. # n1A-qnn-n17 JOHN MORGAN, 380 CRANE AVE, OROVILLE With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: JX] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all commies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the C�I�,OVI�I office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: ROGER SOUDAN CONSTRUCTION Chico Office - 411 Main Street, Chico / 891-2751 ma. ❑ . APPROVED CONDITIONALLY APPROVED ;_ ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: d — 12� L1 8O Date: © _ �% ^ Z. ''°' . Genera/Information AP# C'j� 6=.80�— 07 7 Owners Name: �� H �^ 0 iZ G JJ - Parcel Acreage: Owners Address: 3 c� ©(—D )0 O 3 T }�) Building Site Address: 3 Q Czi--:4 /v e— Av 6- , ProvertvirIn7 anon Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ 2nd Dwelling ❑ Muld-Family >2 units per parcel Zone District: General Plan: Use Permit: Parcel Is In: ❑ Mobile Home ig SFD ❑ Residential Accessory ❑ Septic ❑ Well ❑ Other Floodplain ®No ❑ Yes Zone: Panel Number: D C) �S Watershed Protection Zane 49 No ❑ Yes Proposed Use Comolies With: 0 General Plan ® Zoning Proposed Use RepUires: El Use Permit ❑ Minor Use Permit ❑Administrative Permit Commercial/IndusWal/Mulb-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use ❑ Other RECEIVED (J other `2ong e COUNTY OF BUTTE LAND DEVELOPMENT DIV Zoning Code Street & Hi `hwa s Fire Prevention Subdivision Ma Front O Date of Zoning Ordinance: At? Side 3 Development Agreement: �— Variance: Land Conservation Agreement IN No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan,- No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N .17 Cohasset Enterprise Zone IN No C] yes, check use Floodplain ®No ❑ Yes Zone: Panel Number: D C) �S Watershed Protection Zane 49 No ❑ Yes Proposed Use Comolies With: 0 General Plan ® Zoning Proposed Use RepUires: El Use Permit ❑ Minor Use Permit ❑Administrative Permit Commercial/IndusWal/Mulb-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use ❑ Other RECEIVED (J other `2ong e COUNTY OF BUTTE LAND DEVELOPMENT DIV Zoning Code Street & Hi `hwa s Fire Prevention Subdivision Ma Front O Side 3 S,de street �— Height Septic Permit Review: Well Permit Review: Perrt�it C/earance Agriculture Affidavit Required Designated Well Site Land Development Review: Drainage Plan (CmVind/Multi) parcel Created by $ - t 7 — � 97 g ❑ Deeds Date of Creation: CEff-'f OF; h'tEetC, a. Deed Reference: 9 8 k 3 4 9 05 Pared Frontage on Publicly Maintained Road: Compiles with County Standards for Deed Creatlon: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: ❑ No Byes Legal Access Required: ❑ No Yes ❑ No ❑ Yes, Road'Name: ❑ No ❑ Yes Comments: 33 AG 3(1, io "S& ?S Sieg; r, o,nv�, 98- oo0rr,73 ❑ Map Date of Recording: Lot: :51 editions That Must be Met Pricr to issuance of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: Z'L , Pte• Z7 Z$ ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction acoss 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 :eneral Comments: 14-0 4'y I WALL HEIGHT @ 10-0-12i I JOB # J0320 LL 7ROGER SOUDAN CONST. tD MORGAN RES. #2 7/17/00 9 +L 2 C,EILF N REVISED 9/14/00 C 5 1 #2 3 3. A � I Q +10' E L1 G +10 CEEIL,N Q TOP PLATE ELEVATION LEGEND rn o #1 = 8-0-12 m ( m #2 = 10-0-12 3 A #3 = 12-0-12 #3 AI B \} J V WALL HEIGHT 8-0.12 #2 Ri J1 3 #i I IG 44 11 11T 11 J Ln DJ 4 #1 I I i #1 14 0 2� E #I O ° N E1 � 0 2 I N „ m 1X -11F o °0 1 #2 Hl -: yv r 11 I#1 -Vi 2 #2 O WALL HEIGHT @ 8-0-i121 WALL HEIGHT @ 10.0.12 A job Name: MORGAN RESIDENCE Truss ID: A Drwg: A Em. , 1 X -Loc Aimcr 0- 4-12 1209 SIZE RETZ'D 3.50 1.50" TC 2x6 DFL #2 BC 2x4 DFL #1 1�Denotes the rmju� for lateral bracaing at each location sham. Lateral bracing 2 32- 9- 4 1314 5.50" 1.50" VEB 2x4 DFL S1 EARD eVY systets Quch iur-Ji diagonal or x-braang -the 1-7 1410 .57 4-10 -268 Plating spec • AMr/'IPI - 1995 are the �ty of building TC FCRCE AXL END CSI Ti�S 1�STC�I IS UIE RFSiII.T C£' desiar�er. System E�-rr lfey be 1-2 -1535 .22 .41 AmaME LOAD CASES. Used for oci tinixxis la bracing On 2-3 -1302 .01 .01 .40 .40 .41 PLATE VAIDES PER ICE10 RESE'AI�i REEF #1607. tnisses spaced 24" OC. Alternatively, use 3-4 1303 Ol .41 .42 Inuied for 10 PSE' irn-concrrent BOLL, scabs or T -braces as span on Ilu.�al 4-5 -1558 TOTAL 37.0 psf .42 PLAMN.- BASED IN GREEN UMBEL VAUIES• Sit standard details• .01 .41 F2hd va icals designed for axial lOily. BC FCRCE AXL DID CSI 16-3-0 16-6-0 End verticals that are extended above or 6-7 0 .38 .38 1 (if any) ,;re below the tniss Ew�r require 7-8 1369 .00 .38 .55 additional design aarsideratiOt 0* gthess) 8-9 1389 .17 .17 .37 .54 ft's lateral faces cue to wind or se -Ri c 9-10 1389 .17 .39 .56 lt)ads on the building. 10-11 0 .00 .39 .39 4EB FCRCE CSI iEB FCRCE CSI This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In 1-6 -1164 .16 4-8 -345 .24 Date: 9/25/2000 1-7 1410 .57 4-10 -268 .14 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor 2-7 -283 .15 5-10 1425 .58 support of components members only to reducebuckling length. This component shall not be placed in any environment that will cause the moisture 2-8 -321 .22 5-11 -1267 .17 MAX DEFLWITCN (span) 3-8 573 .23 3700 Riego Road. Elverta. CA 95626 14/999 IN MEM 9-10 (LIVE) L= -.07" D= -.10" T-- -.17" BC Dead 7.0 psf Design Spec UBC -97 SHEET by TPI. The Truss Plate Institute rrPII Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper = Joint locations = 1 0- 0- 0 7 8- 0- 0 Assoclauon (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seim T6. 1. 5 - 15492 2 8- 0- 0 8 16- 3- 0 3 16- 3- 0 9 18- 9- 0 16-3-0 16-6-0 4 24- 6- 0 10 24- 6- 0 1 5 32- 9- 0 11 32- 9- 0 6 0- 0- 0 9-49 T 2-7-5 1 3.5-4 -5.00 6-6 2-4 2-4 _32-9-0_1'1 0-3-0 r STUB ates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. AL PLATE : 1.5 4 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: • EJ. sob#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be DSgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads uullzed on TC Live 16.0 psf Dllr'FdCS L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood 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 members only to reducebuckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr End 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle, install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'9UALITY CONTROL STANDARD FORMEPAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (QST-881.'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -911 and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET by TPI. The Truss Plate Institute rrPII Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Assoclauon (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seim T6. 1. 5 - 15492 job Name: MORGAN RESIDENCE Truss ID: Al Drwg: Al X-LLN ifiF?LT SIZE RII2'D 1 0- 4- 0 1608 2.00" 1.71 TC 2a� DEI, #2 BC 2x4 DEI, #1 Derntes the ,pr,,;rcrn�nr for lateral bracizs� � at eadn In ar,G r st.. Lateral brac=g ----------ICAD CASE #1 ME= LCADS ---------------- Dir L.Plf L.ICC R.Plf R. Loc U,✓ 2 32- 9- 4 1358 5.50" 1.50" 2x4 DFL Sn*EAR) 2-8 systens uklidl include diagonal or x -bracing TC Vert 60.0 0- 3- 0 60.0 33- 0- 0 .53 DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local bullding code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood (12 WEB 2x4 DFL STS N4 DEL 1-9 axe the remo�itytoofnsthe building BC gVye�rtt 14.0 0- 3- 0 14.0 33- 0- 0 .00 LL�43 support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf AXL 08 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss In accordance with the following APN3I/IFL1- 1995 � amtirnnus lateral bracing rn TC Test qyq� 2- 0- 0 1?2 -2F298833 .04 . (QST -881. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -911 and'HIB-91 SUMMARY Pla I THE Q24POS 1E RFSZII,T CF users trusses saaoed 24" OC. Alternatively, use 2-3 -2399 .04 .35 .39 MIESS M1L,TTWF LOAD CASES. scabs or T )rads as sho�m on TYus.al 3-4 4-5 -1664 -1672 .01 .34 .35 .36 .37 FEA3E VALUES PER ICBG RESEWCH REI U #1607. System staidazd details. 5-6 -2323 .02 .03 .60 .62 11123211511712M >1a::iM ist� (by others) to pp.r[ xotat3Cn/ See HM-91 Loaded for 10 PSF m n-osn� alt BCCL. PLATIN; BASED CN MEN LLMBFR VALUES. BC I= A.XL SM CSI .and AD1SI�/IPI 1-1995; 10. 4. and 10.3.4.6. End verticals designed for axial loads tray. 7-8 27 .02 Ehd verticals that axe extended above or 8-9 21 .00 .00 .02 .31 .31 moo' the t3 profile (if any) -y req - 9 -10 2772 .42 .13 .55 additional design consideration (by othrs) 10-11 2152 .39 .64 for lateral farces due to wind or seism c 11-12 2042 .25 .24 .39 .63 loads a1 the building. 12-13 2042 .24 .26 .50 13-14 2044 .31 .39 .70 TAM 9-2 FCRCE -307 CSI .31 WFB 3-10 Fa= CSL 262 .11 MAX DFFI=CN (span) L/999 IN TEM 12-13 (LIVE) 1-7 1-9 -1566 2743 .21 .41 3-11 4-11 -808 .92 802 .33 L= -.12" D= -.16" T= -.291- 29"7-9 7-9 -37 .01 5-11 -649 .34 2-10 -622 .55 5-13 201 .08 = Suint Locations = 1 0- 0- 0 8 2- 1- 4 2 2- 1- 4 9 2- 1- 4 3 9- 2- 2 10 9- 2- 2 16-3-0 16-6-0 4 16- 3- 0 11 16- 3- 0 t 5 24- 1-15 12 18- 9- 0 6 32- 9- 0 13 24- 1-15 7 0- 0- 0 14 32- 9- 0 5 00 -5.0� c 9-4-9 3-8 T 2-7-5 1 2.5-4--- a 6-2-0 0-3-0 STUB 6-6 2-3-0 30-6-0 V -4,-O 1~--^"�'32-9' 0- 11 plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 TO -6-1 !-0-0 L 9-49 HIP WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. sob: W. Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® acoordance with the current versions of TPI and AFPA design standards. No responsibillty Is assumed for dimensional accuracv. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local bullding code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bad 1.00 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Trus -L 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elverta. CA 95626 (QST -881. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -911 and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute ITPII Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200, Washington. DC 20036. TOTAL 37.0 psf ISeqn T6.1.5 - 15493 job Name: MORGAN RESIDENCE Truss ID: A3 Drwg: A3 ERG t X -LOC wTWCT SIM REQ'D TC 2nd DFL #2 Denotes the regli281®t for lateral brac:rg ® location Literal bracing 1 3- 2-12 2 32-10- 4 1113 5.50" 1.50" 1206 3.50" 1.50" BC 2X4 DFL #1 WFB 2X4 DFL SlPIEAR4 Pla=a3N c • MSI/M - 1995 at each shown. systt3ns udritil inrltr. tiiaggl or ;�btaEing 0.0.��"" are the responsibility off tthhee TC � AXL g� CST IIlZS Lt��II IS 'IIS C34:0 IE RESULT OF desigDer. S n5 ERAM-IT flay be 1-2 -1507 .26 .27 KffZ fF. LCAD CABS. 1LSl'� fie rrntirn om bracing m 2-3 -1376 .01 .01 .26 .27 PLATE VALUES PFR ICSO RESEARCH RECRT #1607. trusses 24" a. Altematively, use 3-4 -1379 .01 .32 .33 Loaded for 10 PSF rrn-conctizralt BML. sCaLB or T -traces as sho m TY�'�..al 4-5 -2134 .32 .34 PLATIEI3 EFSM CN GREEN UPSER VALUES• details• yve .02 rtar3ard adesigned for axial ]aids only. BC FORCE AXL END CSI Ehd verticals that are extended above Or 6-7 0 .23 .23 belay the truss profile (if any) Ray require 7-8 1386 .00 .16 .39 .56 additional design axsideratim (by others) 8-9 1890 .22 .39 .61 for lateral forces dtfe to wind or piQ'"c 9-10 1890 .22 .21 .43 load m the building. 10-11 1892 .22 .21 .44 4m F= CSI WEB FCRCE CSI 1-6 -1085 .13 3-8 596 .24 1-7 1407 .57 4-8 -784 .42 2-7 -296 .07 4-10 217 .09 2-8 -226 .12 6-6 S. 00� Z-4 3-0-0 STUB 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.5-4 MAX DEFLEMCN (spar) 1{/999 INhIPM 7-8 (LIVE) L= -.08" Lk -.11" T-- -.20" = Joint Locations = 1 0- 0- 0 7 5- 7- 1 2 5- 7- 1 8 13- 6- 0 3 13- 6- 0 9 16- 0- 0 4 21-4-15 10 21- 4-15 5 30-0- 0 11 30- 0- 0 6 0- 0- 0 11-4 SHIP WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. sob: W. Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In C'hk: CM ® accordance vih the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on DSgnr: RC Date: 9/25/2000 TC Live 16. 0 psf TC Dead 14.0 psf Du.rFacs L=1.25 P=1.25 Rep Mbr End 1.15 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally 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 members only to reduce buckling length. This component shall not be plated In any environment that will cause the moisture ® Fabricators 3700 Riego Road, Elverta. CA 95626 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following standards: TRUSCOM MANUAL'. by Truswal. '9UALfIY CONTROL STANDARD FORMEPAL PLATE CONNECTED WOOD TRUSSES' - (QST-88).'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEEP by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrto Drive. Madison. Wisconsin 53719. The American Forest and Paper Association UIFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. BC Live .0 psf BC Dead 7.0 psf TOTAL 37.0 psf O.C. Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.1.5 - 15494 job Name: MORGAN RESIDENCE Truss 1D: AS Drwg: AS EW. t X -LOC RA:r 'SIM REQ'D TC 2x6 DFL #2 PI Pla AbIEV - 1995 1 0- 2-12 -1320 5.50 1.50 BC 2x4 DFL #1 THLS�IB THE RES= CF 2 32- 9- 4 1320 5.50" 1.50" TABS 2K4 DFL SDS Mif•'r= LCIAD CASES. 33- 0- 0 14 33- 0- 0 Western Wood Lr for 10 PSF non-oxz]amiRnt BOLL. PLATE VAUIE'S PER ICBO RESSUci MMU #1607. TC FCRM AXL END CST Rep Mbr Bind 1.15 PLAT= BASED CN CRFEQ UMBER VAU IES. 1-2 -2450 .03 .24 .27 O.C. Spacing 2- 0- 0 2-3 -2321 .02 .15 .17 3700 Riego Road. Elven, CA 95626 3-4 -1860 .02 .15 .16 Design Spec UBC -97 4-5 -1860 .02 .15 .16 5-6 -2321 .02 .is .17 ISeqn T6.1.5 - 15495 6-7 -2450 .03 .24 .27 BC F= AXL END CSI 8-9 2189 .33 .18 .51 9-10 1863 .22 .22 .44 10-11 1402 .17 .22 .39 11-12 1402 .17 .22 .39 _?-13 1863 .22 .22 .44 33-14 2189 .33 .18 .51 r1EB F= CST ME FCRCE CST 2-9 -221 .04 4-12 599 .24 3-9 355 .14 5-12 -495 .23 3-10 -495 .23 5-13 355 .14 4-10 599 .24 6-13 -221 .04 7-4-9 IO -6- r*X DEFYFLTTCN (span) L/999 IN M 9-10 (LIVE) LF -.09" D= -.12" T-- -.21" F 500 6-6 -5.00 1 11 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "HI' for 16 gauge. TYPICAL PLATE : 1.54 Joint Locations 1 0- 0- 0 8 0- 0- 0 2 5-11- 6 9 7- 0- 1 3 11- 2-11 10 13- 4- 0 4 16- 6- 0 11 19- 0- 0 5 16-6-0 16-6-0_ 21--9- 5 12 19- 8- 0 r 6 27- 0-10 13 25-11-15 7 33- 0- 0 14 33- 0- 0 F 500 6-6 -5.00 1 11 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "HI' for 16 gauge. TYPICAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: • F.J. Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responslblllty Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabnmtion. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or Ooor 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 members only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture TC Dead 14.0 psf Rep Mbr Bind 1.15 ® Fabricators content of the wood exceed 194b and/or muse connector plate corrosion. Fabricate, handle. Install and brace this truss In accordance avith the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Tuswal,'9UALI Y CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elven, CA 95626 (9ST-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET by TPI. The Truss Plate Institute (IPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association IAFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. 1 TOTAL 37.0 psf ISeqn T6.1.5 - 15495 job Name: MORGAN RESIDENCE Truss ID: A8 Drwg: A8 Job#: x0320 EM 1 t X -IDC 0- 2-12 REACr S= REQ'D 1471 5.50" 1.57" 7C 2X6 DFL #2 BC 2x4 DFL #1 ("Denotes the reVirsrrsmh for lateral brae ng ® at eadi iocar srun. Lateral bracing ----------LIED CASE #1 DFSMN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Lcc LL/M 2 32- 8- 4 1251 1.50" 1.50" 2x4 DEL SIPIMARD 5-13 WEB 2x4 DFL SMIDARD � systeLs %ditch u.rlude diaconal or x-bracag are the responsibility of -the building TC Vert 60.0 0- 0- 0 60.0 32- 9- 0 BC Vert 14.0 0- 0- 0 14.0 32- 9- 0 .53 .00 TC Fmm AXL RID CSI 2xG DFL #2 2-3 d�esilgner. T- System BT=rr Ray be ja bracuz3 7ypOUbe X.LDc LLvl'r. TC Vert 100.0 6- 6- 0 Rep Mbr End 1.00 1-2 -1602 Ol .34 .35 Platis:g spec AiLSI/TPI -1995 LS ME 03TIE RESULT OF � sed for tT�inuous pyal rn 24" Alteasatively, use .43 TC Vert. 100.0 9- 6- 0 3700Riego Road. Elverta. CA 95626 2-3 -908 .00 .34 .34 NILS DFS3IN ILIAD CASES. trusses spend oc. T brac:3 as sham on nusZal .43 Association (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 3-4 4-5 -1346 -2224 .01 .03 .17 .16 .18 .19 KEMPLE RAM VALUES PER ICBG RESFARCH RMU #1607. SCabB Or system standard details. 5-6 6-7 -2208 -2529 .02 .09 .12 F>�tar>�tt bracing issrr� (by others) to pr�eevvaa��. rfltatiEW See HIB -91 aryl Loaded for 10 PSF non-conasrent BCLL. PIArM BASED IN GREEN LIMBER VALUES. .03 .31 .34 ANSI/TPI 1-1995; 10. 4. arra 10.3.4.6. Ehi verticals designed for axial la3is only. BC FCRCE AXL RID CSI End verticals that are extended ie:i above or 8-9 0 .00 .25 .25 below the truss profile (if any) W �e 9-10 1469 .17 .25 .42 additional design sons deratrort ON others) 10-11 1468 .17 .11 .29 for ]dtetal faces due to wield or pim c 11-12 1468 .17 .26 .44 loads on the building. 12-13 15 .00 .26 .26 13-14 75 .01 .18 .19 14-15 2254 .34 .08 .42 15-16 2255 .34 .21 .55 MACN (Span) __99 K B FCRCE CSI WEB FORCE CSI L/9 IN MEM 12-13 (LIVE) 14-5 -300 .23 3-12 -457 .24 L. -.09" L)= -.11" T= -.201- .20"1-8 1-8 -1445 .19 4-12 160 .07 1-9 1575 .64 4-14 1250 .51 = Joint Locations = 2-9 -532 .18 12-14 1230 .50 1 0-0-0 9 5-6-0 2-3 -801 .28 6-14 -309 .13 2 5- 6- 0 10 11- 0- 0 3-10 169 .07 6-15 95 .04 3 ll- 0- 0 ll 14- 0- 0 16-6-0 16-3-04 16- 6- 0 12 16- 6- 0 i 5 22- 4-10 13 22- 4-10 6 26- 6- 0 14 22- 4-10 , 7 32- 9- 0 15 26- 6- 0 1 5.00-5.00 8 0- 0- 0 16 32- 9- 0 9-4-9 T 3-4 2-6-1 1 6-8 2-4 4-0-10 9-4-9 HIP TO -7-5 1-0-0 I 22-6-6 10-2-10 i `32--9=0� 0-3-0 STUB 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: W. Job#: x0320 This design is for an Individual building component it has been based on specifications provided by the component manufacturer and done In C hk: CM ® accordance wlLh the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 veined by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building coda Il Is assumed that the top chord Is laterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a Aged sheathing material directly attached. unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that adll cause the moisture TC Dead 14.0 psf Rep Mbr End 1.00 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'gUALrrY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- RUSSES'-3700 BC Dead 7.0 psf Design Spec DBC -97 3700Riego Road. Elverta. CA 95626 (QST -88)• HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET- by TPI. The Truss Plate Institute rrPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Sean T6.1.5 - 15532 job Name: MORGAN RESIDENCE Truss ID: ASB Drwg: ASB Bi� 1 X -LOC -IRFPCP SIZE RFI�'D 0- 2-12 1373 5.50 1.50" TC 2r� DFT, #2 B` 2x4 DFL #1 Dt3Y>tes the �*In^p^t for lateral bra�>3 What eat brat, M sho�ar. Lateral bracing I>�+D CASE 1 DESIQI I�T+LS ---------- ---------------- Dir L.Plf L.LoC R.PI.f R. LOC TC Vest 60.0 0- 0- 0 60.0 32- 9- 0 LL/TL 2 32- 8- 4 1251 1.50" 1.50" 2x4 DEL SD*UPI� 5-13 td'iich isrlt� or x -bract n3 y,. bui lding BC Vert 14.0 0- 0- 0 14.0 32- 9- 0 .53 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral of components members only to reduce buckling length. This component shall not be placed In any environment that will ©use the moisture TC Dead 14. 0 psf Rep Mbr End 1.00 MM 2x4 DEL SIS jA'systans axe the ty Rey be Lbs X.Ioc L1,PM .00 TC F AXL HID CSI 2xG DFL #2 2-3 degi�ler�S�lBRALE-LT fru inti, bracus3 on TC vert 100.0 6- 6- 0 .43 1-2 2-3 -1602 -908 .01 .00 .34 .34 .35 .34 P ' �/M - 1995 THIS Ensp IS THE a+h sm Rz= OF used con trusses soaped 24" oc. Alternatively, use T braes as sbo n rn Trj-%w TC Vest 100.0 9- 6- 0 .43 3-4 -1346 .01 .17 .18 M 1r TTDf F. LOAD CASES. Or 4-5 -2224 .19 PLAOE VAU S PER ICEO REMARCH REPW #1607. System standard details. 5-6 6-7 -2208 .03 .02 .16 .09 .12 PenTerient bang ist� (by others) to ��eetv��1tt mtatial/ See HM -91 aryl Loaded for 10 PSF rrn-arna¢rent BCCI.. PLATIN BASED CN GREEN LLMEER VALUES. -2529 .03 .31 .34 AISSTe= 1-1995; 10. 4. aryl 10.3.4.6. End verticals desig-,ed for axial l only. BC FCPCE E AM HID (SI End verticals that are e#srled above Or 8-9 0 below the trvss profile (if any) may require 9-10 1469 .00 .17 .25 .25 .25 .43 ad:hticnal design const a atial Ox ethers) 10-11 1468 .17 .11 .29 for lateral forces the to wind or leis c keds on the balding. 11-12 12-13 1468 15 .17 .00 .26 .26 .44 .26 13-14 75 .01 .18 .19 14-15 2254 .34 .08 .42 15-16 2255 .34 .21 .55 MAX 1 FFf Fr ( (LIVE) L/999 IN MEM EM 1 13 SSB 14-5 FCRLE -300 CSI .23 VM 3-12 FCRCE CSI -457 .24 11 LF -.09" D= -.11" T= -.20" 1-8 -1346 .18 4-12 160 .07 1-9 1575 .64 4-14 1250 .51 = Joint locatitns = 2-9 -532 .18 12-14 1230 .50 1 0- 0- 0 9 5- 6- 0 2-3 -801 .28 6-14 -309 .13 2 5- 6- 0 10 11- 0- 0 3-10 169 .07 6-15 95 .04 16-6-0 16-3-0 3 11- 0- 0 11 4 16- 6- 0 12 14- 0- 0 16- 6- 0 5 22- 4-10 13 22- 4-10 6 26- 6- 0 14 22- 4-10 7 32- 9- 0 15 26- 6- 0 8 0- 0- 0 16 32- 9- 0 9-4-9 4-4 T 2-6-1 1 6-8 24 9-4-9 HIP TO -7-5 !-0-0 L 10-2-10 _-32-9-0_ ---0-30-30 STUB plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. Eng. Job: .EJ. Job #: J0320 This design Is for an Individual building component_ It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibllity Is assumed for dimensional accuracy. Dimensions are to be Dsglsr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DtrrFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral of components members only to reduce buckling length. This component shall not be placed In any environment that will ©use the moisture TC Dead 14. 0 psf Rep Mbr End 1.00 ® Fabricators support content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle. Install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'gUALrIY CONTROL STANDARD FORMETAL PIATE CONNECTED WOOD TRUSSES'- BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elverca, CA 95626 (QST -88). 'HANDLING INSTALUNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute rrPll Is located at 583 D'Onofrio Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Segn T6.1.5 - 15497 lob Name: MORGAN RESIDENCE Truss 1D: A9 Drwg: A9 This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Cbk: CM t X -LCC tftKDCI SIZE REQID " TC 2x6 DFL #2 Den=es the �TM�+T*tt far lateral bracing Jt2#Cn Lateral bracing ® Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabncation. The building designer shall ascertaln that the loads utilized on 1 0- 4-12 1209 3.50 1.50 BC 2x4 DFL #1 at each � Showa. shnthing and the bottom chord Is laterally braced by a rlgld sheathing material dlrectiv attached. unless otherwise noted. Bracing shown Is for lateral 2 32- 9- 4 1462 5.50" 1.56" 4EB DFL SIANOAt� syste[s which include diagnal or x-bxacux3 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL', by Truswal.'9UALf1Y CONTROL STANDARD FORMEPAL PLATE CONNECTED WOOD TRUSSES' - Platuc2x4 -1995 M�ERACE-rr a12 the �'ty of the 3700 Riego Road. Elverta. CA 95626 I9ST-88).'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY 'IC F= AXL HM CSI g ( IS 'IIS CCNIIaC)STIE isF9II,T CF flay be SlYastteetrsal =M Association IAFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. ITOTAL 37.0 psf 1-2 2-3 -1535 -1302 .01 .40 .41 .01 .40 .41 • jLn=X= LOAD CASES.i FEAIE VAMES PER IC9D RESWCH FUaZr #1607. cs trusses SM 24" oc. Alternatively, use 3-4 -1303 .01 .41 .42 Loaded for 10 PSF non-crnarizlt BOLL. stairs or T-b-�xs as snail on Tiusyel 4-5 -1558 .01 .41 .42 PLAMU BASED CN GZEE4 UMIER VAU S•Syst fis stlsdard details. EY�d verticals designed for aortal lids only. BC FCRCE AXL HID CSI Rid vt3til Ls that are extended above or 6-7 0 .38 .38 below the tnw profile (if any) Itgy ,eg=e 7-8 1369 .00 .17 .38 .55 additional design con4iri=+atich (Fly cthpax5) 8-9 1389 .37 .54 for lateral forces clue to wird or selsac 9-10 1389 .17 .17 .39 .56 loads on the Wilding. 10-11 0 .00 .39 .39 4EB FCRCE CSI WEEB EmE CSI 1-6 -1164 .16 4-8 -345 .24 1-7 1410 .57 4-10 -268 .14 2-7 -283 .15 5-10 1425 .58 2-8 -321 .22 5-11 -1415 .19 MAX DEFTD.MI (sarr) 3-8 573 .23 L/999 IN NM 9-1 uw) I- -.07" D= -.10" T= -.17" Joint locations 1 0- 0- 0 7 = 8- 0- 0 2 8- 0- 0 8 16- 3- 0 3 16- 3- 0 9 18- 9- 0 r 16-3-0 I 16-6-0_ 4 24- 6- 0 5 32- 9- 0 10 11 24- 6- 0 32- 9- 0 6 0- 0- 0 9-4-9 T 2-7-5 1 35.4 6-6 24 24 3-4_0 32-9=0N _ 0-3-0�'�� STUB 11 lates are 20 gauge Truswal Connectors unless preceded by" 18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 1 91-9 SHIP WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. ting. Job: .EJ. Job#: x0320 This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® accordance with the current versions ofTPi and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions arc to be Dsgllr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabncation. The building designer shall ascertaln that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the lop chord Is laterally braced by the roof or floor Western Wood shnthing and the bottom chord Is laterally braced by a rlgld sheathing material dlrectiv attached. unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that .vitt cause the moisture TC Dead 14.0 psf Rep Fdbr Bind 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL', by Truswal.'9UALf1Y CONTROL STANDARD FORMEPAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UEC -97 3700 Riego Road. Elverta. CA 95626 I9ST-88).'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute I TPI) is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association IAFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. ITOTAL 37.0 psf Sega T6.1.5 - 15498 lob Name: MORGAN RESIDENCE Truss ID: AG Drwg: AG Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ' TC 2x6 DFL #2 Pla 5[�C PI$T/IFI -1995 accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: KC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on EIC 2x4 DFL #1 THLS6Z�I IS II� T�iII+T OF this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shave Is for lateral GEL BLK 2x4 DFL SMIDARD KII_MME ILIAD CAME. support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bind 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following Loaded for 10 PSF rim -concurrent ECEL. PLpaE VALUES PER ICBD REEMRIi RMU #1607. standards: TRUSCOM MANUAL'. by Truswal. 'QUAIIPY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 Ttp dried a24.0 , of unifoam load PLATIN.; BASED CN GREEN RI+IEIR VARIES. Design Spec UBC -97 SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive. Madlson. Wlsconsin 53719. The American Forest and Paper - a�tyL1�1r6�.psf and 14 psf dead l.Load. EEh�d d(L;m ted f—o+r a�xial'lLm�rls only. ITOTAL 37.0 psf Seqa T6.1.5 - 15499 ' lTe.load Addit14a1 design ccins deraticps nlay be �veerrt�icalls. Ehd veriti cls that are GLL.CLb1 ab1:;ve of za3uized if is attad�ed. Viers below the truss profile (if any) ltay re re OX G,ble stud vertical require lateral lialiar bracing (designed1AadS by otters) I I additional design alnsideratiar t thexs) the e to wind or seiamc - to the plane of the umber at intervals. �for,�tlaterall on the building. vs a result of wind ]ice applied to metber.(Qzlbirlatian axial plus m). truss requires sbea tiesi-pro by-atlrss, t the tress faoa for webs in Lsvvidirr3 the truss plane and cra3" Shear gall action to resist diaphrdgn Ioeds Dlagortals clay Witteds diff aadegmte bracing radngr� o the truss taxies ;lateral loads. Thus v'thout diagonal web mscbess or applied to the tress adequatede Joint lrrmr;rvta - ��1nirl� fats' is =: Eo stWo t �y `�i� 1 0- 0- 0 27 1- 5- 0 load as 2 1- 5- 0 28 2- 9- 0 3 2- 9- 0 29 4- 1- 0 4 4- 1- 0 30 5- 5- 0 5 5- 5- 0 31 6- 9- 0 6 6- 9- 0 32 8- 1- 0 16-3-0 16-6-0 7 8- 1- 0 33 9- 5- 0 1 8 9- 5- 0 34 10- 9- 0 9 10- 9- 0 35 12- 1- 0 10 12- 1- 0 36 13- 5- 0 5.00 11 13- 5- 0 37 14- 9- 0 12 14- 9- 0 38 16- 3- 0 S-� 13 16- 3- 0 39 17- 9- 0 14 17- 9- 0 40 18- 9- 0 15 19- 1- 0 41 19- 1- 0 16 20- 5- 0 42 20- 5- 0 17 21- 9- 18 23- 1- 0 44 23- 1- 0 19 24- 5- 0 45 24- 5- 0 20 25- 9- 0 46 25- 9- 0 9-49 9-4-9 22 28- 5- 0 as 28- 5- 0 0SS dile 23 29- 9- 0 49 29- 9- 0 2_ 24 31- 1- 0 50 31- 1- 0 2- 1-0 6 320.90.00 51 32- 9- 0 T T 215 211 cP� r� pRO68s /n. 1.5-4 1.5-4 1— ,32--9Z _ 0-3-0'"� STUB 11 lates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or 11H11 for 16 gauge. TYPICAL PLATE : 2-4 OVER CCNIaI7T75 SUPxIu WARNING Read all notes on this sheet and give a copy of if to the Erecting Contractor. Eng. sob: . FJ. Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: KC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shave Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bind 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following BC Live .0 psf 0. C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUAIIPY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED tVOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive. Madlson. Wlsconsin 53719. The American Forest and Paper - Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Seqa T6.1.5 - 15499 job Name: MORGAN RESIDENCE Truss ID: AG2 Drwg: AG2 Job#: J0320 This design Is for an individual building component. it has been based on specifications provided by the component manufacturer and done In Ch)r: CM t TC 2XIS 13FL #2 P1at�m spec : PME/T17I - 1995 accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are Lobe Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on BC 2x4 DFL #1 THIS DE:SI�iI IS THE CJ4CS1TE RES= OF Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or Iloor wise noted. Bracing shown is for lateral sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherw support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf GEL BLK 2x4 DFL Sly M7TnTRfF. LCAD CASES. content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss In accordance Wlth the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'9UALrTY CONTROL STANDARD FOILMETAL PLATE CONNECTED WOOD TRUSSES' - Taxied far 10 PSF r1on-continent BCIL. PLATE VAUJES PER ICBG RESEARCH RaUU #1607. 3700 Riego Road, Elverta. CA 95626 (gST-88).'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec DBC -97 Tbp i I24.0 11 of utifonn load ELM= EASED ON GZEEN 11MBER VALUES. Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 15500 at 16 psf live load an4 14 psf dead load. End verticals designed for axial 1Ck�ds only. Pdditiosxl design considerations nay be End verticals that are extsr7ed above or ragtrired if shea is attaddied Cable lateraladdijilat below the truss profile (if any) nay requi re design rTta,rlcrar,rv, p>zr stud verticals rt gAre in bracg (desigmd by others) pumendiailar na . others) for eral forrss due to wired or �,�+c to the plane of the notbel at irlteYvals. loads on the building. Bacir�q �s a result of wind 1M to ttst�er. (Ombinaticn axial plus �g) . This truss reg„zt� rt sT>�xthia3 as designed others, to the truss �arlwebs in the truss planeprovii d crew shear wall arition to resist diaptnagn loads 1 agalels tray be tatdtted iffaadeegg ote bracing desirradc5M the tnlss�iar=er lateral Truss without &agnal web ae ber on adequate stmotbing to the truss = Joint locations _ face is �to��ct only vertical 1 0- 0- 0 27 1- 8- 0 load as no 2 1- 8- 0 28 3- 0- 0 3 3- 0- 0 29 4- 4- 0 4 4- 4- 0 30 5- 8- 0 5 5- 8- 0 31 7- 0- 0 16-6-0i 16-3-0 6 7 7- 0- 0 8- 4- 0 32 33 8- 4- 0 9- 8- 0 8 9- 8- 0 34 11- 0- 0 9 ll- 0- 0 35 12- 4- 0 5.00710 10 11 12- 4- 0 13- 8- 0 36 37 13- 8- 0 14- 0- 0 12 15- 0- 0 38 15- 0- 0 5-5 13 16- 6- 0 39 18- 0- 0 14 18- 0- 0 40 19- 4- 0 15 19- 4- 0 41 20- 8- 0 16 20- 8- 0 42 22- 0- 0 17 22- 0- 0 43 23- 4- 0 18 23- 4- 0 19 24- 8- 0 45 26- 0- 0 20 26- 0- 0 46 26- 5- 4 9 49 2 -g -g 9�-9 21 22 26- 5- 4 27- 4- 0 47 48 26- 5- 4 27- 4- 0 HIP 23 28- 8- 0 49 28- 8- 0 24 30- 0- 0 50 30- 0- 0 T 34 1.54 5-5 �0-7-5 25 26 32- 9- 0 0--0--0 51 32- 9- 0 2-6-1 54 124 -0 2-0-0 CEO fssi lIj U U ,/ 1.54 1.5-4 1.54 1.54 1.54 1.5-4 1.54 1.5-4 1.54 S=34 2.54 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 24 0-3-0 STUB . D*141990VIQ1.• : ••••. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. Job#: J0320 This design Is for an individual building component. it has been based on specifications provided by the component manufacturer and done In Ch)r: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are Lobe Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or Iloor wise noted. Bracing shown is for lateral sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherw support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr and 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss In accordance Wlth the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'9UALrTY CONTROL STANDARD FOILMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta. CA 95626 (gST-88).'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec DBC -97 SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrto Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 15500 job'Name: MORGAN RESIDENCE Truss ID: C1 Rag. Job: .EJ. Drwg: C1 This design Is for an Individual building component. It has been based on spedflcations provided by the component manufacturer and done In E4U r X -IOC KA= SIZE MDT TC 2XG DFL #2 Plating spec • �I/4BI - 1995 this d�b;i d rn dsud bracing applied vertfled by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on 1 0- 1-12 5157 3.50" 2.75" FIC 2xB DFL #2 PiPfIE VALiikk55 PER ICBG REES� RE= #1607. per the scbedA support of components members only to reduce buckling length. This component shall not be placed 1n any environment that will cause the moisture 2 13-10- 4 5256 3.50" 2.80" WM 21.4 DFL SIAL Nail pattern skxJ is for udf=n loads Max O.C. from to Design Spec UBC -97 3 700 RieP,o Road. Elveria, CA 95626 (9ST"881• HANDLING INSTALLING AND BRACING METAL PLATE CONVECTED WOOD TRUSSES'- (HIB -91) and'HIB•91 SUMMARY Drainage must be piLwided to avoid is onlyy. ox�nff trated loads > 350# mist be Ox to TC ----------ICAD 48.0" 5- 4-15 8- 6-_O CPSE #1 DE MM LOAM --- ------------ TC 1-2 FORCE -9058 AXL HID CSI bnarirr3 (br o��to �tv�. �/� See HD3-91 and dn.stsibtnted others) .1.2y each ply, unless nail clusters are &nw n ( ). Dir L.Plf L.Loc R.Plf R.Loc LL/LL 2-3 -9759 .10 .36 .46 .39 P215T/`IFi 1-1995; 10. 4. arnd 10.3.4.6. 2x4 rrntirnIctm lateral bracing @48:0 " o. c. TC Vert 60.0 0- 0- 0 60.0 5- 7- 3 .53 3-4 -9759 .22 .17 .39 P ATIM BAS CN (RFEN LU42ER VALUES• attadned w/ 2-10d bac for a== wire nails. TC Vest 114.0 5- 7- 3 114.0 8- 4-13 .53 4-5 -905_8 .22 .10 .17 .36 .46 2 -PLY! Nail w/10d BOC, staggered (NOS -97 Sect. 12) in: TC- 2/ft BC- 5/ft 4,ffi 2/ft TC Vert BC Vert 60.0 8- 4-13 637.1 0- 0- 0 60.0 14- 0- 0 637.1 14- 0- 0 .53 .41 BC FCRCE AXI, HID CSI 'I}pe Lbs X.LOc LWIL 6-7 8408 .45 .40 .85 TC Vest 107.8 5- 7- 3 1.00 7-8 9024 .17 .65 TC Vest 94.3 5- 7- 3 .00 8-9 9024 .48 .17 .65 TC Vest 107.8 8- 4-13 1.00 9-10 8408 .48 .45 .40 .85 TC Vert 94.3 8- 4-13 .00 VES FCE3'E CSI WEB FCRIE CSI 2-7 2440 .50 4-8 862 .18 2-8 862 .18 4-9 2440 .50 3-8 -113 .01 5-4-15 C2"1PLYS REQUUU D, 1-5-00 3-0-0 202# . 2021/ 5-4-15_ -5.00 MAX DEEL=CN (spam) 1,/999 INMEM 7-8 (LIVE) L- -.07" D= -.09" T-- -.16" = Jaunt Locations = 1 0- 0- 0 6 0- 0- 0 2 4-11- 6 7 4- 9-10 3 7- 0- 0 8 7- 0- 0 4 - 9- 0-10 9 9- 2- 6 5 14- 0- 0 10 14- 0- 0 1, �o , -r-1� 0 , 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge TYifiCAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Rag. Job: .EJ. Job#: J0320 This design Is for an Individual building component. It has been based on spedflcations provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions arc to be Dsgnr: RCDN Date: 9/25/2000 vertfled by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DtnrPacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood 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 members only to reduce buckling length. This component shall not be placed 1n any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.00 ® Fabricators content of the wood exceed 1946 and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL', by Truswal•'9UALITY CONTROL STANDARD FORMErAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3 700 RieP,o Road. Elveria, CA 95626 (9ST"881• HANDLING INSTALLING AND BRACING METAL PLATE CONVECTED WOOD TRUSSES'- (HIB -91) and'HIB•91 SUMMARY SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Seqn T6.1.5 - 15603 job Name: MORGAN RESIDENCE Truss 1D: D Eng. Job: W. Drwg: D nr. ' X-IrC t'ti Acr STTIE REQ'D TC 2x6 DFL #2 Platt P215I/TP'I - 1995 MUT ----------ICAD Dir CASE #1 EE= L.Plf L.Loc LIARS ---------------- R.Plf R. LOC 11V1L 1 0- 1-12 1035 3.50 1.50 BC 2X4 DFL #1 US OUVIOSITE RESLII,T OF verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf 2 24-10- 4 1213 3.50" 1.50" WEB 2X4 DFL SIF>1EARD MULTIPLE ICAD CASES. TC Vest 60.0 0- 0- 0 60.0 25- 0- 0 .53 Ia3de3 for 10 PSF rrn-=e=re It BOLL. PLATE VALUES PER ICED RE39 CH REP= #1607. BC Vest 14.0 0- 0- 0 14.0 25- 0- 0 .00 F= AXL HID CSI A� AC4 INBR VALUES. [��) to zzs totatiat/ See HIB -91 and 7L Nest IY:e X.Loc 200.0 23- 6- 0 ILVM .43 1-2 -1802 .01 .17 .18 10.3.4.6. BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elverta. CA 95626 2-3 -1577 01 .19 .20 and SHEET by TPI. The Truss Plate Institute rrPl) Is located at 583 D'Onofrto Drive. Madison, Wisconsin 53719. The American Forest and Paper 3-4 -1619 01 .23 .24 Association (AFRA) Is [=led at 1250 Connecticut Ave. MV, Ste 200. Washington. DC 20036. TOTAL 37.0 psf 4-5 -1933 .02 .26 .28 BC FCYtCE AXL HO CSI 6-7 1604 .17 .29 .47 7-8 1084 .12 .29 .41 8-9 1084 .12 .31 .43 9-10 1669 .18 .31 .49 loM FLYXE CSI V1EB FCRCE CSI 2-7 -359 .08 3-9 558 .23 3-7 498 .20 4-9 -407 .09 12-6-0 12-6-0 5 00 6-6 -5.00 -�� = - X25=0=0�, es are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. PLATE 1.5-4 MAX DULEC ICR (span) L/999 IN MEM 7-8 (LIVE) It= -.09" D= -.11" T= -.20" = Joint locations = 1 0- 0- 0 6 0- 0- 0 2 6- 7- 1 7 8- 6-11 3 12- 6- 0 8 13- 0- 0 4 18- 4-15 9 16- 5- 5 5 25- 0- 0 10 25- 0- 0 -34 SHIP WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: W. Job#: x0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® accordance with the current versions ofTPi and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgar: RC . Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacS L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building. code. It Is assumed that the top chord Is laterally braced by the roof or floor Western Wood 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 members only to reduce buckling length. This component shall not be placed In any environment that will cruse the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.00 1q=PK7qM Fabricators content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle, Install and brace this truss In accordance with the following BC Live .0 psf O. C. SpaCing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'9UALRY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elverta. CA 95626 (9ST•88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute rrPl) Is located at 583 D'Onofrto Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFRA) Is [=led at 1250 Connecticut Ave. MV, Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6 .1. 5 - 15502 job Name: MORGAN RESIDENCE Truss ID: D1 Drwg: D1 >3� ' x-Lac from SITE REQ'D TC 2:6 DFL #2 P ADSI/IPI - 1995 This based a> Ch=d bracing apoisd 1 0- 1-12 1200 3.50" 1.50" BC 2X8 DFL #2 PFR ICBG RESFPAgi REEi1a #1607. per &rCLu ' sdprh>le: 2 24-10- 4 2385 3.50" 1.50" 4ZB 2x4 DFL SIS Nail pattern shOlAn is for unifom ]oa[Ls ff®C O.C. from to - DMM- ge mum be provided to avaid aily. Orated Loads > 350# must be TC 48.0" 5-10-15 19- 0- 0 TC F= AXL END CSI waft � is ax t> s�to � R� others) equally to each----------ICAD Cass #1 DFSICN LCADS ---------------- 1-2 -2357 .01 .05 .06 �va� rotdtlaf/tC� See HIB-91 and ply, unless nail clusters are shown ( )- Dir L.Plf L. Loc R.Plf R.LcC LL/TL 2-3 -2442 O1 .03 .04 �iSI/TPI 1-1995; 10. 4. and 10.3.4.6. 2x4 contirnntc lateral bracing (048.0 O.C. TC Vert 60.0 0- 0- 0 60.0 25- 0- 0 .53 3-4 -3887 .03 .14 .18 PLATM BASED CN CN R VALUES. attadled w/ 2-10d box or cafmm wire nails. BC Vert 14.0 0- 0- 0 14.0 25- 0- 0 .00 4-5 -3887 .03 .17 .21 2-PLY! Nail w/10d BOC, stamered M-97IUs X.Loc UitIL 5-6 -3704 .02 .07 .09 Sect. 12) in: TC- 2/ft BC_- 2/ft FffBS- 2/ft BC Vert 1537.0 22- 0- 4 .43 6-7 -4586 .03 .13 .16 BC FCRCE •AXL RM CSI 8-9 2149 .11 .04 .16 9-10 2160 .11 .08 .19 10-11 2297 .12 .08 .20 11-12 2297 .12 .11 .24 12-13 3633 .19 .11 .31 13-14 4166 .22 .02 .25 14-15 4223 .23 .30 .52 VEB FLi2CE CSI 4EB Fmm CSI M4X DEF FC'f M ( ) 2-9 -222 .01 5-12 261 .05 L/999 IN MEM 12-L3 (=) 2-10 136 .03 5-13 953 .19 1F -.07" D= -.10" T= ­17- 3-10 274 .06 6-13 -1025 .06 / 3-12 1634 .33 6-14 1117 .23(r/ Jcunt Locations 4-12 -466 .03 1 0- 0- 0 93 = 9 3- 8- 9 rn 2 3- 8- 9 10 5- 5- 6 ^ 3 5-5-6 11 10-6-0 CAP 4 12- 6- 0 12 12- 6- 0 5 19- 6-10 13 19- 6-10 6 21- 3- 7 14 21- 3- 7 h 6 7 25- 0- 0 15 25- 0- 0 1 5-10-15 I /` 5-10-15 8 0- 0- 0 2rftys g Q�DU F5.0013-0-0 7.007 153711 4 0 25-0-0 --i 11 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H". for 16 gauge. TYPICAL PLATE : 1.54 T -6-5 SHIP ® 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. 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 areto be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or moor Eng. Job: .EJ. Chk: CM Dsgnr: RC Job#: J0320 Date: 9/25/2000 TC LiVe 16. 0 psf DurFacs L=1.25 P=1.25 Western Wood d the bottom chord is laterally braced by a rigid sheathing material directly attached. unless noted. Bracing shown is for lateral sheathing anotherwise TC Dead 14.0 psf Rep Mr Bnd 1.00 support of components members only to reduce budding length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle, install and brace this truss In accordance with the following BC Live .0 psf 0. C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'9UALRY CONTROL STANDARD FORMEI'AL PLATE CONNECTED WOOD TRUSSES' - 'HIB BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elverta, CA 95626 (gST-88). *HANDLING INSTALUNC AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB-911 and -91 SUMMARY SHEET- by TPI. The Truss Plate Institute (TPII Is located at 583 D'Onofrto Drive. Madison, Wisconsin 53719. The American Forest and Paper 15503 Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. OC 20036. TOTAL 37.0 psf Sean T6.1.5 - ]ob Name: MORGAN RESIDENCE Truss ID: D2 Drwg: D2 FAG -LOC ALT SIZE RD?'D TC 2x6 DFL #2 P tip ANU/M - 1995 This based at I I bracing applied 1 _X 0 1-12 1294 3.50" 1.50 BC 2x4 DFL #1 THLS� DESIIN 7S 'IIS TLE REST CF per thea boll wi sd�et�P: 2 24-10- 4 1294 3.50" 1.50" WPB 2x4 DFL SD>� M UME MOD CASES. rtBx O.C. flan to La3ded for 10 PSF ran-ooncLirxent. BOLL. PLATE VAUES PER, I1333 FOMARDi RE UC #1607. TC 48.0" 7-10-15 17- 0- 0 TC FORCE AXL END CSI Pex[ranernt brad is� (by others) -to prevent xotatiOrn/ See HIB -91 and Drainage mist be to avoid nrnl 2x4 trrtt.***�+a ld rbc al bracing C348.D " O_.C. ----------LSD Dir CASE #1 DESIGN ICAL6 L.Plf L. LOC R.Plf ---------------- R.LoC LLI/TL 1-2 -7388 .03 .23 .26 2-3 -2917 .64 .33 .97 ANSI/TPI 1-1995; 10. .4. and 10.3.4.6. attached w/ 2-10d bmc or ocancin win_ mails. TC Vert 60.0 0- 0- 0 60.0 8- 0- 0 .53 3-4 -2917 .64 .33 .97 PIA= BASED CN GREEN MOSER VAWES. TC Vert 120.0 8- 0- 0 120.0 17- 0- 0 .48 4-5 -2388 .03 .23 .26 TC Vert 60.0 17- 0- 0 60.0 25- 0- 0 .53 BC Vert 14.0 0- 0- 0 14.0 25- 0- 0 .00 BC FCRCE AXL END CSI 6-7 2130 .32 .12 .44 7-8 2142 .32 .06 .38 8-9 2142 .32 .06 .39 9-10 2142 .32 .06 .39 10-11 2130 .32 .12 .44 V B F= CSI V B F= CSI 2-7 141 .06 4-9 866 .35 2-9 866 .35 4-10 141 .06 3-9 -710 .12 ' 7-10-15 F-177 i 9-0-0 7-10-15 25-0-0 ates are 20 gauge Truswal Connectors unless preceded by '1181, for 18 gauge or "H" for 16 gauge. AL PLATE : 1.54 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. 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 arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor heathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral Western Wood -support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss in accordance with the following standards: TRUSCOM MANUAL'. by Truswal. 'JUALr1Y CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (QST -88)• HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -911 and 'HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute rrPll is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. WX TnM=CN (fin) • . L/999 IN ME14 8-9 (LVE) L- -.09" D= -.12" T- -.20" = Joint. Locations = 1 0- 0- 0 7 7- 3-10 2 7- 5- 6 8 10- 0- 0 3 12- 6- 0 9 12- 6- 0 4 17- 6-10 10 17- 8- 6 5 25- 0- 0 11 25- 0- 0 6 0- 0- 0 T -4-5 SHIP Eng. Job: .EJ. Job#: J0320 Chk: CM Dsgnr: RC Date: 9/25/2000 TC Live 16.0 psf DurFacs L=1.25 P=1.25 TC Dead 14.0 psf Rep Mbr Bnd 1.00 BC Live .0 psf O.C.Spacing 2- 0- 0 BC Dead 7.0 psf Design Spec DBC -97 TOTAL 37.0 psf Seqn T6.1.5 - 15504 job Name: MORGAN RESIDENCE Truss ID: D3 Eng. Job: •EJ. Drwg: D3 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done in ERG ' X -IX REACT SIZE RQ -D TC 2xS DPL #2 P At�K/M - 1995 'this based at I I bracing a1,ed TC Live 16.0 psf 1 0- 1-12 1305 3.50" 1.50 BC 2x4 DFL #1 THLS�IS THE CaGOSM RIS= OF per the lla.>lirr3 sdmdLl e: ® Fabricators content of the woad exceed 19% and/or rause connector plate corrosion. Fabricate. handle. install and brace this truss in accordance with the following 2 24-10- 4 1483 3.50" 1.58" WM 2x4 DFL Sn nLTTTA R LOAD CASES. tIPX o.c. fran to BC Dead 7.0 Dsf Design Spec UBC -97 SHEET by TPI. The Truss Plate Institute II'Pll Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Loaded for 10 PSF nM-07)?L It ECLL. PIA'IE VAUIES PER ICES RESEARCH RMIC #1607. 7C 48.0" 6- 9-11 17- 0- 0 Seqn T6.1.5 - 15505 TC 1-2 F= -2415 AXL END CSI Fenranent braCuzJ is Z others) to rotatitzl/Ga� See HIB -91 afri Drainage mist be provided to avoid pmding. 2x4 rrr>t,rnr„c lateral bracur3 C�4. 0.c. ----------LSD Dir CASE #1 DFSKN L.Plf L.Loc LOVES ---------------- R.Plf R.IOC 11/TL .03 .23 .26 Ar151/ISI 1-1995; 10. 4. and 10.3.4.6. attad�e3 w/ 2-lOd �c or o�tttrn vols nails. TC Vert 60.0 0- 0- 0 60.0 8- 0- 0 .53 2-3 3-4 -2959 -2959 .66 .66 .32 .98 .32 .98 PIAMG EASED IN MEEK LU43ER VALUES. 'IC Vert 120.0 8- 0- 0 120.0 17- 0- 0 .27 4-5 -2536 .04 .33 .37 'IC Vert 60.0 17- 0- 0 60.0 25- 0- 0 .53 EIC Vest 14.0 0- 0- 0 14.0 25- 0- 0 .00 BC FCRCE AXI, HO CST TVne 4yoe... lbs X. Loc U,./,m6-7 2154 .32 .12 .45. 200.0 23- 6- 0 .43 7-8 2167 .33 .07 .39 8-9 2167 .27 .14 .41 9-10 2222 .33 .09 .43 10-11 2208 .33 .10 .44 'VM FORE CSI 4EB F= CSI 2-7 138 .06 4-9 824 .33 2-9 885 .36 4-10 145 .06 3-9 -704 .12 KNX EEFL TICN (span) L/999 IN MEI4 8-9 (LIVE) Lr- -.09" D= -.12" T= -.21" = faint. locations 1 0- 0- 0 7 7- 3-10 2 7- 5- 6 8 10- 0- 0 3 12- 6- 0 9 12- 6- 0 4 17- 6-10 10 17- 8- 6 5 25- 0- 0 11 25- 0- 0 9-10-15 9-10-15 6 0- 0- 0 9-0-0 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 5-2-5 SHIP 1 WARNING Read all notes on this sheet and give a copy of if to the Erecting Contractor. Eng. Job: •EJ. Job#: x0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgar: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DUrPdCS L=1.25 P=1.25 Western Wood this design meet or exceed the loading Imposed by the local building code. Itis assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material dlrectiv attached. unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Nbr Bnd 1.00 ® Fabricators content of the woad exceed 19% and/or rause connector plate corrosion. Fabricate. handle. install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elveita. CA 95626 19ST 881. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED \VOOD TRUSSES' - (HIB 911 and 'HIB -91 SUMMARY BC Dead 7.0 Dsf Design Spec UBC -97 SHEET by TPI. The Truss Plate Institute II'Pll Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Seqn T6.1.5 - 15505 job Name: MORGAN RESIDENCE Truss ID: D4 7 Drwg: D4 2 7- 5- 6 Epo ' X -LOC REACT SIZE RMT TC 2XI5 DFL #2 Plati�14I/M - 1995 PITHE 'Dais based an 3 J bracing applied 17- 8- 6 1 0- 1-12 1294 3.50" 1.50" EC 2x4 DFL #1 THIIS CLI4IE RFS= OF per thehfallowing sdlec]li1e: 2 24-10- 4 1294 3.50" 1.50" DEB 2x4 DFL SMEARD M MME LOAD CASES. ® Fabricators Rix o.c. frrnl to EC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'gUALfiY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 'HANDLING 'H BC Dead 7.0 psf Traded for 10 PSF n:t-can=ent_ EC L. PLATE VALUES PFR ICED RES&MCi FWCR ' #1607. TC 48.0" 6- 9-11 17- 0- 0 TC F= AXL SO CSI � nJ is d (by Others) to p��t rot3t3Ot1/ See HIB -91 aryl Drainage mist be pmvided to avoid jading. 2x 4 t��ebb mater al iml at 24" ----------LOAD Dir CASE #1 DESIGN LOADS ---------------- L.Plf L.I[7O R.Plf R. 10C Ii✓IL 1-2 -2388 .03 .23 .26 A4SI/IPI 1-1995; 10. 4. and 10.3.4.6. 0. C. (by others arracal Attach with with TC Vert 60.0 0- 0- 0 60.0 B- 0- 0 .53 2-3 3-4 -2917 -2917 .64 .64 .33 .97 .33 .97 2x4 contirntnta lateral bracing @24.0 o.c. 1.5-3 ann. plates atm-arld bottan. TC Vert 120.0 8- 0- 0 120.0 17- 0- 0 .48 4-5 -2388 attached w/ 2-10d box or cumrn wire nails. PIP= EASED IN GREENVAILIFS. TC Vert 60.0 17- 0- 0 60.0 25- 0- 0 .53 .03 .23 .26 Flat top cI has not been designed for EC Vert 14.0 0- 0- 0 14.0 25- 0- 0 .00 EC FCRIZE AXL HO CSI drifting snow unless noted otherwise. 6-7 2130 .32 .12 .44 7-8 2142 .32 .06 .38 8-9 2142 .32 .06 .39 9-10 2142 .32 .06 .39 10-11 2130 .32 .12 .44 SEB FC]RCE CSI WEEI FCRCE CSI 2-7 141 .06 4-9 866 .35 2-9 866 .35 4-10 141 .06 3-9 -710 .12 MAX DEF1=IN (span) Lt/999 IN MFM 8-9 (LIVE) Lr -.09" D= -.12" T-- -.20" I-' 9-0-0 H-10 W01 r--f25=0=0� ates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. AL PLATE : 1.54 6-0-5 SHIP 1 = Joint Locations 1 0- 0- 0 7 7- 3-10 2 7- 5- 6 8 10- 0- 0 3 12- 6- 0 9 12- 6- 0 4 17- 6-10 10 17- 8- 6 5 25- 0- 0 11 25- 0- 0 6 0- 0- 0 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng' Job: .EJ. Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done InChk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions arc to be Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DUTFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood 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 members only to reduce buckling length. This component shall not be placed In any environment that will ©use the moisture TC Dead 14.0 psf Rep Mbr End 1.00 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. Install and brace this truss in accordance with the following EC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'gUALfiY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 'HANDLING 'H BC Dead 7.0 psf Design Spec UEC -97 3700 Riego Road. Elverta. CA 95626 (9ST-88). INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -911 and IB -91 SUMMARY SHEET- by TPI..The Truss Plate Institute rM) Is located al 583 D'Onofrio Drive. Madison, Wisconsin 53719. The American Forest and Paper Assation (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL oci 37.0 psf Seqn T6.1.5 - 15506 job Name: MORGAN RESIDENCE Truss ID: DGR Drwg: DGR This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In BRC ' X -IOC RFA(T SIZE ='D TC 2x6 DFL #2 P PME/'IPI - 1995 Btn1di:ng Desrgne' shall provide adequate bearing this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor 1 0- 1-12 4019 3.50" 2.14" BC 2x8 DFL #2 THLSIS THE RES= OF area arra 2 12-10- 4 3 24-10- 4 8684 4390 3.50" 4.26" 3.50" 2.34" WEB 2X4 DFL SI *ZM Lrycita:l for 10 PSF r=-arnama>t BCCL. M7fa= LOAD CASES. PL?aE VALUES PER ICED RSI REMU #1607. • • •ERZ AIM ZED • • • ID Bp Size Min Size -or- Min Area Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. Trtr-cr �t Gtr tHt�ary shcII'w g mist Lomtlm of inter- l- bea lgs d=ld be 2 0- 3- 8 0- 4- 4 12.77 Si TC 1-2 F= -6180 AXL .05 HID CSI .32 .37 be in place bP%re this truss. Penrana$ rebraculg is ON Others) to clearly ttadce3 ai eadi truss. Nail pattern sham is for unifc¢m ln3ds ----------LOAD CASE #1 DESIGN LOQ ---------------- Dir L.Plf L. Loc R.Plf R.Loc TC Vert 60.0 0- 0- 0 60.0 25- 0- 0 id,/M 2-3 -2195 .00 .36 .37 prevent ratatit=1/10. See HM -91 and only. ttsoetrated loads > 350# mist be (by to each BC Vert 582.1 0- 0- 0 5�1 25- 0- 0 .53 3-4 442 .02 .36 .39 XMITPI 1-1995; 10. 4. aryl 10.3.4.6. distrt}xtted others) equally .42 4-5 437 .02 .38 .40 PLAT= RAM) IN UMBER MBER VAUIES. ply, unless nail clusters are shcon ( ). Lbs X.Ioc Vest 800.0 23- 6- 0 5-6 -1596 .00 .38 .38 + + + + + + + + + + + + + + + + + + + + + + ** 'IDE is 2 -PLY! Nail w/10d B3(, stagaesed M-97 in: TC- 2/ft BU 4/ft �Effi- 2/ft TC .43 6-7 -5958 .05 .48 .53 Bearing Rlmn= required at Sect. 12) Bearing No. 2 (frau left to right) BC F= AXL END CS1 ++++++++++++++++++++++ 8-9 5709 .30 .36 .66 9-10 5568 .30 .34 .64 10-11 5568 .30 .31 .61 11-12 1754 .09 .58 .67 12-13 1210 .06 .58 .64 13-14 5387 .29 .33 .61 14-15 5539 .29 .44 .73 MAX nFF[rt(LIVE) VM 2-9 F= 2883 CSI .59 VEB F� GSL 5-12 -3569 .25 L/999 IN MEM 9-1 Lr= -.05" D= -.06" Z` -.11" 2-11 -3889 .32 5-13 3422 .70 3-11 3607 .73 6-13 -4304 .35 = .joint Locatirns 3-12 -3808 .29 6-14 3090 .63 1 0- 0- 0 9 5- 0- 0 2 5- 0- 0 10 8- 0- 0 3 10- 0- 0 11 4 12- 6- 0 12 10- 0- 0 12- 9- 8 1 12-6.0 i 12-6-0 5 15- 0- 0 13 6 20- 0- 0 14 15- 0- 0 20- 0- 0 2=PLYS 7 25- 0- 0 15 25- 0- 0 REQUIRED 0 8 0 0- 0 4-5 11 plates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 OVER 3 SUPKYaS 6-3-4 SHIP 10-6-1 Eng. Job: Chic: CM Dsgnr: RC TC Live TC Dead BC Live BC Dead TOTAL E. EJ. t- ' Job#: J0320 Date: 9/25/2000 16.0 psf DurFacs L=1.25 P=1.25 14.0 psf Rep Mbr Bind 1.00 .0 psf O.C.Spacing 2- 0- 0 7.0 psf Design Spec UBC -97 37.0 psf Sean T6.1.5 - 15531 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. 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 shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a rigtd sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture ® Fabricators content of the wood exceed'19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: TRUSCOM MANUAL'. by Truswal.'9UALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (9ST-88l•'HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET- by TPI. The Truss Plate Institute ITPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. 6-3-4 SHIP 10-6-1 Eng. Job: Chic: CM Dsgnr: RC TC Live TC Dead BC Live BC Dead TOTAL E. EJ. t- ' Job#: J0320 Date: 9/25/2000 16.0 psf DurFacs L=1.25 P=1.25 14.0 psf Rep Mbr Bind 1.00 .0 psf O.C.Spacing 2- 0- 0 7.0 psf Design Spec UBC -97 37.0 psf Sean T6.1.5 - 15531 job Name: MORGAN RESIDENCE Truss ID: E CSI Drwg: E EIS X -LCC FZi Cr SIZE RR2'D TC 2x6 DFL #2 P AMU= - 1995 'This based m dl�d bracing applied . 1 0- 1-12 916 3.50 1.50" BC 2x4 DFL #1 THLS�IS THE RES= O per the fal]o+ sci>�e: 2 21-11- 4 811 1.50" 1.50" 4&B 2x4 DFL SD*EARD WIPIF. 1IBD CASES, .09 nrx O.C. fran to 67 .03 11999 IN MFM 8-9 (LIVE) Tr -k a for 10 PSF r=-c3x=-n t BCLL. PLATE VADJES PER ICBG RESEAR<ai RE= #1607. TC 48.0" 9-10-15 12- 0- 0 TC F= AXL END CSI PLA= BASED CN C12EEN ILIISER VAUI S. Drainage mist be provided to avoid parting.. 1-2 -1545 .01 .11 .13 2-3 -1237 .01 .06 .06 3-4 -1128 .10 .11 .20 4-5 -1237 .01 .05 .06 5-6 -1565 .01 .13 .14 BC FC%£ AXL END CSI 7-8 1369 .21 .07 .28 8-9 1367 .21 .04 .24 9-10 1123 .17 .03 .20 10-11 1123 .17 .03 .20 11-12 1389 .21 .03 .24 12-13 1391 .21 .05 .26 WEB FCR CE CSI V B FC RCE CSI 2-8 61 .03 4-11 229 .09 2-9 -309 .11 5-11 -334 .12 M4X DEF7FX:IZCN (span) 3-9 222 .09 5-12 67 .03 11999 IN MFM 8-9 (LIVE) 3-11 7 .00 IF -.04" D= -.05" T= -.08" _ Jbint IrraYirrls 1 0- 0- 0 8 5- 4- 1 2 5- 4- 1 9 9- 5- 6 3 9- 5- 6 10 12- 0- 0 4 12- 6-10 11 12-6-10 9-10-15 9-10-15 5 16- 7-15 12 16- 7-15 6 22- 0- 0 13 22- 0- 0 7 0- 0- 0 5�00- 2-0-0 -5.00 11 plates are 20 gauge Truswal Connectors unless preceded by 1118,1 for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 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. 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 arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meal or exceed the loading Imposed by the local building code It Is assumed that the top chord Is laterally braced by the roof or floor Western ���� sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral i `i �i ■ i Wood support of components members only to reduce buckling length. This component shall not be placed in any environment that will ©use the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this truss In accordance with the following standards: TRUSCOM MANUAL', by Truswal,'QUALffY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -9 1) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. Eng. Job: . Ch1':: CM Dsgnr: RCDN TC Live 16.0 psf TC Dead 14.0 psf BC Live .0 psf BC Dead 7.0 psf 37.0 psf EJ. Job#: J0320 TOTAL Date: 9/25/2000 DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Seqn T6.1.5 - 15533 lob Name: MORGAN RESIDENCE Truss ID: E1 Drwg: E1 EPS , X -IX • FW= SIZE RM -D TC 2x6 DFL #2 P prsl/TPI -1995 This deli based on ti>�d brat3ng applied 1 0- 1-12 916 3.50" 1.50" BC 2x4 DFL #1 TFII3�IS THE Cav9C= RESLII.T CF per the fo lawizr3 >>P: 2 21-11- 4 811 1.50" 1.50" WM 2x4 DFL SIRS MALE ICAD CASSS. ItBX 0.C. fran to this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally 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 Loaded ficr 10 PSF nm-concucrent Baa. PLATE VALUES PER ICBO RESD%I-I RR4JU #1607. TC 48.0" 7-10-15 14- 0- 0 TC FCRCE AXL BND CSI 2x4 rrTttirntna4 lateral bracing 048:0 O.C. IIi1St be pzov2&d to avoid minding. 1-2 -1552 .01 .09 .11 attached w/ 2-10d box or Camon wire nails. IN CREEN LLPSER VALLES. (QST-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY 2-3 -1422 .01 .10 .11 SHEEP' by TPI. The Truss Plate Institute ITPI) Is looted at 583 D'Onofdo Drive, Madison. Wisconsin 53719. The American Forest and Paper 3-4 -1340 .14 .44 .58 Association (AFPAI Is looted at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. TOTAL 37.0 psf Sega T6.1.5 - 15534 4-5 -1431 .01 .11 .12 5-6 -1576 .01 .10 .11 BC FCRCE AXL END CSI 7-8 1379 .14 .21 .35 8-9 1320 .15 .22 .37 9-10 1320 .15 .22 .37 10-11 1407 .15 .22 .37 4gB FCRCE CSI VEB FORCE CSI 2-8 -83 .02 4-10 206 .08 3-8 194 .08 5-10 -105 .02 3-10 21 .01 mx D fFrrrCN (span) 1,/999 IN ME14 8-9 (LSVE) LF -.07" D= -.10" T- -.17" = Joint locations = 1 0- 0- 0 7 0- 0- 0 2 4- 4- 1 8 7- 5- 6 3 7- 5- 6 9 12- 0- 0 4 14- 6-10 10 14- 6-10 5 17-7-15 U 22- 0- 0 7-10-15 I 7-10-15 i 6 22- 0- 0 6-0-0 -1 5.00 x4io 122-0-0�� tes are,20 gauge Truswal Connectors unless preceded by ,18,, for 18 gauge or "H" for 16 gauge. LL PLATE : 1.5-4 t - 4-4-5 -4 SHIP IO -6-1 ,Q QRUI '��P�550PH v 0.41 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Rag. Job: .FJ. Job#: J0320 This design Is for an Individual building component It has been based on specifications provided by the component manufacturer and done In Chk: CH ® accordance with the current versions of TPI and AFPA design standards. No responsibillty Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RCDN Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf Dur'Facs L=1.25 P=1.25 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep L9br Bnd 1.15 ® Fabricators content of the wood exceed 1996 and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss in accordance with the follmving BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'gUALI Y CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (QST-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEEP' by TPI. The Truss Plate Institute ITPI) Is looted at 583 D'Onofdo Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPAI Is looted at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. TOTAL 37.0 psf Sega T6.1.5 - 15534 job Name: MORGAN RESIDENCE Truss ID: E2 7 Drwg: E2 This design Is for an Individual building component It has been based on specifications provided by the component manufacturer and done In 2 ERG - X -LCC FUCT 517E REQ'D TC 2XI5 DFL #2 P AM/'M - 1995 Thisd�[� resod zr tj =d bracing applied 11- 0- 0 1 0- 1-12 1939 3.50 1.50" BC 2X6 DFL #2 PER ICBO RESEARai RESaCIa #1607, per the allovissJ schedule: 22- 0- 0 11 2 21-10- 4 1992 3.50" 1.50" S,M 2x4 DFL SUMARD Nail pattern shown is for uni.fonn loads a®c o.C. fzan to -PLYS� ge ust be provided to avoid pzlding. Draixla[l only. Concentrated loads > 3504 nest be TC 48.0" 5-10-15 16- 0- 0 TC 1-2 FIME -4035 AM END GST rrdClrlJ 1St�Ted (by others) to �ev�� rotatial/ See HIB -91 aryl distiibited 4 others) equally to each ply, unless rkdl clusters are shoal ( ). ----------LOAD Dir CASE #1 DESIM L.Plf L.LOC L� ---------------- R.Plf R.IAC U,/M .02 .07 .09 PDbZ/TPI 1-7995; 10. atxi 10.3.4.6. 2x4 amti tn,a lateral bracing 048.0 " D.C. TC Vest 60.0 0- 0- 0 60.0 6- 0- 0 2-3 3-4 -6367 -6367 .09 .09 .25 .27 .34 .37' .4. PL?= BASED IN GZEFN LUIEER VAUES. attached w/ 2-10d box or oomrn wixe nails. TC Vert 120.0 6- 0- 0 120.0 16- 0- 0 .53 .53 4-5 -4583 .02 .09 .11 2 -PLY! Nail w/10d BOK, starl4ered OW -97 Sect. 12) in: TC- 2/ft BC-- 2/ft VERS- 2/ft TC Vert BC Vert 60.0 16- 0- 0 28.0 0- 0- 0 60.0 22- 0- 0 28.0 22- 0- 0 .53 .00 BC FCRCE AXL SO GST TyPe Veit Lbs X.Loc LL/II, 6-7 7-8 3671 3693 .24 .24 .03 .03 .27 .27 TC TC Vest 128.1 6- 0- 0 112.1 6- 0- 0 1.00 .00 8-9 3693 .24 .09 .33 TC Vert 128.1 16- 0- 0 1.00 9-10 4287 .28 .53 .81 TC Vert 112.1 16- 0- 0 .00 10-11 4172 .27 .17 .44 BC Vert 816.0 13- 0- 4 .43 D,M FCRCE CSI V EBB FCRCE CSI 2-7 102 .02 4-9 2178 .44 2-9 2799 .57 4-10 529 .11 3-9 -781 .05 L/999 IN9 (la (LVE) L- -.10" D= -.14" T= -.24" T 5 3-6-5 I0-6-11 SH11P ti�c� Ynt 816# OP v �--- 22-0 0 l 11 plates are 20 gauge Truswal Connectors unless preceded by"18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 - 1 Joint- Locaticins 0- 0- 0 7 5- 3-10 This design Is for an Individual building component It has been based on specifications provided by the component manufacturer and done In 2 5- 5- 6 8 10- 0- 0 DSgII,r: RCDN 3 21- 0- 0 9 11- 0- 0 this design meet or e[ceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture 4 16- 6-10 10 16- 8- 6 5 22- 0- 0 11 22- 0- 0 5-10-15 5-10-15 -PLYS� REQUIRED r 777 10-0-0 5.00 240# 240# T 5 3-6-5 I0-6-11 SH11P ti�c� Ynt 816# OP v �--- 22-0 0 l 11 plates are 20 gauge Truswal Connectors unless preceded by"18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng • Job: . DJ. sob#: ,x0320 This design Is for an Individual building component It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® accordance with the current versions ofTPi and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions areto be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on DSgII,r: RCDN Date: 9/25/2000 TC Live 16.0 psf TC Dead 14.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.00 Western Woodsheathing this design meet or e[ceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture ® Fabricators 3700 Riego Road. Eiverta, CA 95626 content of the wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle. Install and brace this truss In accordance with the following standards: TRUSCOM MANUAL'. by Truswal.'9UALI Y CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 19ST-88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'H1B-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper BC Live .0 psf BC Dead 7.0 psf O. C. Spaci ng 2- 0- 0 Design Spec OBC -97 Association IAFPA) Is locoed at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Sean T6.1.5 - 15605 job Name: MORGAN RESIDENCE Truss 1D: F Drwg: F BU ' X-LOC REACT SIM REDID TC 2:i5 DFL #2 Platin? Spm : P215IO - 1995 1 0- 1-12 580 3.50" 1.50" BC 2x4 DFL #1 PLATE i7X PER. ICED REFI REP= #1607. 2 12-10- 4 481 3.50" 1.50" VM 2x4 DFL SUMPM FLAT= BASED Cid CRFFN WIER VAILI S. TC FIORCE AXL HID CST 1-2 -699 .00 .20 .20 2-3 -699 .00 .20 .20 BC EME AXL HID CSI 4-5 587 .09 .12 .21 5-6 587 .09 .12 .21 WM FU[ CE CSI PIFB FCRC£ CST 2-5 111 .05 MAX DFFL=CN ( L�/999 IN MFM 5- 6 (LVE)LF -.01" D= -.02" T'- -.031- Joint .03"Joint Trratials 1 0- 0- 0 4 0- 0- 0 2 6- 6- 05 6- 6- 0 3 13- 0- 0" 6 13- 0- 0 6-6-0 I 6-6-0 F5. 00 6-6 3-2-9 3-94 2.5-6 SHIP I0-6-1 34 I0-6-1 , R� io PROFFj- l.s-a 1336 r 3 0 i4-0 11 totes are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE 1.5 4 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: W. Job#: J0320 ® This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM accordance with the current versions ofTPl and AFPA design standards. No responslblllty Is assumed for dimensional accuracy. Dimensions are to be DSgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Woodsheathingand the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that VIII cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.15 ® Fabricators Content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss In accordance vI h the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'JUALny CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- 3700 Riego Road. Elverta. CA 95626 (QST-86).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB-911 and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC-97 SHEET' by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofno Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave, NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Seqn T6.1.5 - 15511 Job Name: MORGAN RESIDENCE Truss ID: F1 Drwg: F1 EM - X -ICC 'REACT SIZE REQ'D TC 2x6 DFL #2 P IbSI/TPI -1995 1 0- 1-12 580 3.50" 1.50" BC 2x4 DFL #1 PER ICB0 RESEVCEi RE= #1607. 2 12-10- 4 481 3.50" 1.50" '001 2x4 DFL SLAM PL?>= BAS1D CN GZEEN LU45ER VALUES. TC FCS AXL END GST This design Is for an Individual building component. it has been based on specifications provided by the component manufacturer and done In 1-2 -699 .00 .20 .20 Date: 9/25/2000 2-3 -699 .00 .20 .20 DurFacs L=1.25 P=1.25 BC FCRCE AXL END GSI Rep Mbr Bnd 1.15 4-5 587 .09 .12 .21 standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 5-6 587 .09 .12 .21 Design Spec UBC -97 VM FCPLE CSI MM FCRCE CSI 2-5 111 .05 5 00 -5.007 6-A 3-2-9 IO -6-1 31 3-9-4 (SHIP MAX EEFL CN (spats) Lt/999 IN MFM 5-6 (LIVE) IF -.01" D= -.02" T= -.03" Joint Locations = 1 0- 0- 0 4 0- 0- 0 2 6- 6- 0 5 6- 6- 0 3 13- 0- 0 6 13- 0- 0 t 1-4-0—� 10'" 11 plates are 20gauge Truswal Connectors unless preceded by 11181, for 18 gauge or '1H" for 16 gauge. TYPICAL PLATE : 1.5-4 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: W. Job#: x0320 This design Is for an Individual building component. it has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood this design meet or exceed the loading imposed by the local building code. 11 1. assumed that the lop chord Is laterally 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 members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.15 ® Fabricators content of the wood exceed 19% and/or ©use connector plate corrosion. Fabricate, handle, install and brace this truss In accordance tvith the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, Elverta, CA 95626 (9ST-88).'HANDLING INSTALUNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPII is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPAI is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Segn T6. 1. 5 - 15512 job Name: MORGAN RESIDENCE Truss ID: FG Drwg: FG 1 X -11X Kiwi STIE RFT2' D TC 2:t5 DFL #2 P A[�T/M - 1995 PER ICBG RESEARCH REFS #1607. Tn; s demgl based m td� I � �i , ed per the fallmvixrj s3hechlle: 1 2 12-10- 0- 1-12 4 580 3.50" 1.50" 2x4 DFL #1 2-8 541 3.50" 1.50" BC 2X4 DFL #1 pLaii>age tnLst be provided to avoid y� mis Max o.c. fsan to 5 .00 -177 .02 = 1 Pm 2X4 DFL SIS 2X4 rr7ttx to ]atPT.i� bradix3 @48: " o.C. TL 48.0" 2- 4-15 10- 6- 0 TC FCRCE AXL aM CST Mk= EASED IN CREEK UNSER VALUES, attached w/ 2-10d bcx to ailuro wise nails. 544 .22 1-2 -1260 .01 .16 .17 2- 0- 1 5-14 2-3 -1426 .33 .17 .50 3 3-4 -1426 .33 .31 .65 4-5 -1426 .33 .38 .72 4 5- 0- 0 5-6 -1426 .33 .38 .72 6-7 -1426 .33 .31 .65 6- 6- 0 14 7-8 -1426 .33 .17 .50 8-9 -1260 .01 .16 .17 15 8- 0- 0 BC FIMCE AXL HID GSI 10-11 1113 .17 .51 .68 9- 5-15 11-12 1426 .21 .51 .72 24-15 1 2-4-15 12-13 1426 .21 .29 .51 13-14 1426 .21 .38 .60 9 13-10- 0 14-15 1426 .21 .38 .60 15-16 16-17 1426 1426 .21 .29 .51 .21 .51 .72 MAX TE'[rt aT (span) 17-18 1113 .17 .51 .68 L/999 IN MEM 13-14 (LIVE) L= -.15" D= -.20" T1- -.35" wM F= GST 4EB FCRCE CST 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 members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture 2-11 3-12 544 -177 .22 .02 6-15 7-16 5 .00 -177 .02 = 1 Joint LOC21tiais 0- 0- 0 10 = 0- 0- 0 4-13 5 .00 8-17 544 .22 2 2- 1-13 11 2- 0- 1 5-14 -44 .01 3 3- 6- 1 12 3- 6- 1 4 5- 0- 0 13 5- 0- 0 5 6- 6- 0 14 6- 6- 0 6 8- 0- 0 15 8- 0- 0 7 9- 5-15 16 9- 5-15 24-15 1 2-4-15 I 9 13-10- 0 18 13- 0- 0 8-0-0 1 -75.007 T 1-6-2 1 I0-6-13" 1-4-0 q:9-12 11 plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 T I-0-13 lSHIP ® WARNING Read all notes on this sheet and give a copy of if to the Erecting Contractor. This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In accordance wllh the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Eng • Job: EJ. Cbk: CM DS jIIr • KCDN TC Live Western Wood 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 members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following BC Live standards: TRUSCOM MANUAL'. by Truswal.'9UALRY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' . BC Dead 3700 Riego Road, Elvena. CA 95626 IQST-881.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -911 and'HIB•91 SUMMARY SHEET- by TPI. The Truss Plate Institute ITPI) Is looted at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Assoclation (AFPAI is looted at 1250 Connecticut Ave. NAV. Ste 200, Washington. DC 20036. ITOTAL Job#: J0320 Date: 9/25/2000 16.0 psf DurPacs L=1.25 P=1.25 14.0 psf Rep .mr End 1.15 .0 psf O.C. Spacing 2- 0- 0 7.0 psf Design Spec DBC -97 Seqn T6.1.5 - 15537 37.0 psf Job Name: MORGAN RESIDENCE Truss ID: F2 Drwg: F2 EpG ' X -LOC 'FSP SIZE RD2'D TC 2XIS DFL #2 Pl� P21S3/IPI -1995 This tiPsic lzased on dznd bracing applied the fol sd�le: 1 0- 1-12 580 3.50" 1.50" EC 2x4 DFL #1 2 12-10- 4 481 3.50" 1.50 AB 2x4 DFL Sri PLATE PER ICED RES-�i REPCIII' #1607. Draina3e,«ust be provided to avoid per tTex o.c. frcm to PLA= SM) ON GEED[ LUMR VALUES. 2x9 n*tt"rnntG lateral bra=. ®48.a o.c. TC 48.0" 4- 4-15 8- 6- 0 TC FORM AXI. END CSI attacbed w/ 2-10d bmc or Cama wise nails. TC Live 16.0 psf 1-2 -871 .00 .05 .05 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor 2-3 -814 .05 .26 .31 sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral TC Dead 14 psf 3-4 -880 .00 .05 .06 support of components members only to reduce buckling length. This component shall not be placed In any environment that well cause the moisture EC FCRCE AXL EtZ CSI ® Fabricators 5-6 775 .12 .05 .16 BC Live .0 psf O.C. Spacing 2- 0- 0 6-7 789 .12 .06 .18 standards: TRUSCOM MANUAL'. by Truswal.'QUALrrY CONTROL STANDARD FORMEfAL PLATE CONNECTED WOOD TRUSSES' - EIC Dead 7.0 psf 7-8 783 .12 .04 .16 3700 Rim Road, Elverta. CA 95626 (QST-881.'HANDLING INSTALLING AND BRACING MErAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY [EB FC RCE CSI VM FCRCE CSI 2-6 50 .02 3-7 63 .03 2-7 25 .01 F5 IW, -5 00 2 I- 3-2 7 2.5-6 1 I0-& >34 7Ll 1.5-4 2.54 1-4-0� o-13=0-0- 11 Tates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. TYPICAL PLATE 1.5� MAX DEFLEI CN (S Lt/999 IN MFM 6 - (LIVE) LF -.02" D= -.03" T= -.04" = Joint Iocaticns = 1 0- 0- 0 5 0- 0- 0 2 3-11- 6 6 3- 9-10 3 9- 0-10 7 9- 0-10 4 13- 0- 0 • 8 13- 0- 0 14i WARNING Read all notes on this sheet and give a copy of if to the Erecting Contractor. Eag• Job: .EJ. Job#: x0320 This design Is for an IndlAdual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RCDN Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral TC Dead 14 psf Rep Mbr Bnd 1.15 . support of components members only to reduce buckling length. This component shall not be placed In any environment that well cause the moisture .0 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. Install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'QUALrrY CONTROL STANDARD FORMEfAL PLATE CONNECTED WOOD TRUSSES' - EIC Dead 7.0 psf Design Spec CIBC -97 3700 Rim Road, Elverta. CA 95626 (QST-881.'HANDLING INSTALLING AND BRACING MErAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute ITPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Assoaallon (AFPA) is located at 1250 Connecticut Ave. NW, Ste 200. Washington, DC 20036. TOTAL 37.0 psf Sega T6.1.5 - 15536 job Name: MORGAN RESIDENCE Truss ID: H Drwg: H EM X -IOC RFFCr SIZE F='D TC 2>06 DFL #2 DFL #1 Pla AX311TFL - 1995 TFCLS�IS THE 034POSrM RESLIrT CF 1 0- 1-12 814 3.50" 1.50" BC 2x4 2 21-10- 4 913 3.50" 1.50" ' B 2x4 DFL, SIS KZ IPLE 10AD CASES. Loaded for 10 PSF non-c'*Cuxxent Baa. PLATE VALUES PER ICBJ RES"SMi RFS #1607. PIP= BASED CN GLEE 1 ILMBER VALUES. TC F= AXL, 30 CSI Dsgnr: RC 1-2 -1M8 .01 .10 .11 2-3 -1346 .01 .13 .14 TC Live 16.0 psf 3-4 -1346 .01 .13 .14 4-5 -1538 .01 .10 .11 yy pC��rH WOod Western BC FCRCE AXL RM CSI TC Dead 14.0 psf P 6-7 1367 .14 .18 .33. i - des i Y■ ■■ Fabricators 7-8 925 .10 .18 .28 BC Live .0 psf 8-9 925 .10 .18 .28 ® 9-10 1367 .14 .18 .33 BC Dead 7.0 psf LEB FLItCE GST 4EB FCFZCE CSI 3700 Riego Road. Elver(a. CA 95626 2-7 -304 .06 3-9 427 .17 3-7 427 .17 4-9 -304 .06 11-0-0 1 11-0-0 r5 00 6-6 14-0 x'22=0=0 % �_ 5-7-12 SHIP 10-6-1 KV rMFr CN (span) Lt/999 IN MEM 7-8 (LIVE) L- -.06" D= -.08" Z` -.14" = Joint Locations 1 0- '0- 0 6 0- 0- 0 2 5-10- 1 7 7- 6-11 3 11- 0- 0 8 12- 0- 0 4 16- 1-15 9 14- 5- 5 5 22- 0- 0 10 22- 0- 0 All plates are 20 gauge Truswal Connectors unless preceded by 1!18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: W. Job#: J0320 This design Is for an individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verl0ed by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or Moor yy pC��rH WOod Western sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral that will cause the moisture TC Dead 14.0 psf P Re ?fir Hnd 1.15 P i - des i Y■ ■■ Fabricators support of components members only to reduce buckling length. This component shall not be placed In any environment content of the wood exceed 1946 and/or cause connector plate corrosion. Fabricate. handle, Install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 ® standards: TRUSCOM MANUAL'. by Truswal.'QUALITY CONrROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elver(a. CA 95626 (QST-88),'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY Paper SHEET- by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive. Madison. Wisconsin 53719. The American Forest and TOTAL 37.0 psf Set3n T6.1.5 - 15515 Association (AFPA) is located at 1250 Connecticut Ave. NAV, Ste 200. Washington. DC 20036. lob Name: MORGAN RESIDENCE Truss ID: H 1 Drwg: H 1 )3Ru - X -LCC 'RFPLT SITE REQ -D 'IC 2X5 DEL #2 P tj spec ANSIQ -1995 'Dais desi lased m cirn I bracing armed 1 0- 1- 8 813 3.00 1.50" BC 2x4 DPL #1 IIIIS D1;4Tf31 IS II� R>;SLII.T OF per the f�aLlauia3 sd�chtle: 2 21-10- 4 913 3.50" 1.50" WEB 2x4 DFL Sly MRx= LOAD CASES. «ax O.C. fmn to Loaded for 10 PSF rra-arnaurrellt BOLL. PLATE VALUES PER IC90 FEMW<CH REMU #1607. TL 48.0" 9-10-15 12- 0- 0 TL F= AXL BMD CSI PUT= RASED CN MEEN LLMBER VALUES. aairlage Rust be provic9f?;I to avoid pa -,ding. 1-2 -1540 .01 .12 .13 BC Dead - SHEETby TPI. The Truss Plate Institute ITPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper 2-3 -1239 .01 .05 .06 Association (AFPA) Is located at 1250 Connecticut Ave. NW, Ste 200. Washington. DC 20036. TOTAL 3-4 -1131 .10 .12 .21 4-5 -1513 .01 .06 .07 5-6 -1551 .01 .11 .12 BC FCTE AXL BM CSI 7-8 1366 .21 .06 .27 8-9 1365 .14 .24 .38 9-10 1093 .12 .24 .35 10-11 1093 .12 .20 .32 11-12 1374 .15 .16 .31 WEB FORCE C3I WEB F= CSI 2-6 34 .01 4-9 103 .04 2-9 -302 .11 4-11 395 .16 3-9 228 .09 5-11 -205 .03 MAX EEFf Fr CN (span) Lt/999 IN MFM 10-11 (I3:VE) Lr- -.07" D= -.09" T= -.3.5" = Joint Locations 1 0- 0- 0 7 0- 0- 0 2 5- 4- 1 8 5- 4- 1 3 9- 5- 6 9 9- 5- 6 4 12- 0- 0 10 12- 0- 0 9-10-15 9-10-15 5 16- 7-15 11 16- 7-15 -1 6 22- 0- 0 12 22- 0- 0 r5 77 UO 2r 0-0� -5.00 , 11 lates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.5-4 Job#: J0320 Date: 9/25/2000 16.0 psf DurPacs L=1.25 P=1.25 14.0 psf Rep Mb WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: . EJ This design Is for an Individual building component It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC 7.0 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Design Spec UBC -97 37.0 this design meet or exceed the loading imposed by the local building code. it Is assumed that the top chord Is laterally braced by the roof or floor TC Live Western Wood 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 members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following BC Live standards: TRUSCOM MANUAL'. by Truswal.'9UALr1Y CONTROL STANDARD FOFLMETAL PLATE CONNECTED WOOD TRUSSES'- 3700 Riego Road. Elverta. CA 95626 QST -88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -911 and'HIB-91 SUMMARY BC Dead - SHEETby TPI. The Truss Plate Institute ITPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW, Ste 200. Washington. DC 20036. TOTAL Job#: J0320 Date: 9/25/2000 16.0 psf DurPacs L=1.25 P=1.25 14.0 psf Rep Mb r Hnd 1.15 .0 psf O.C.Spacing 2- 0- 0 7.0 psf Design Spec UBC -97 37.0 psf Sega T6.1.5 - 15516 job Name: MORGAN RESIDENCE Truss ID: H2 Drwg: H2 FG X -IDC REPLI' SIZE REQ1D TC 2X6 DFL #2 P AISIAM - 1995 ME 0344 STIE RES= OF 'This desi based on I I brad applisd per the � sd'1e�le: 1 2 0- 1-12 913 3.50 1.50 21-10- 4 913 3.50" 1.50" BC 2x4 DFL #1 Sm 2x4 DFL SUMARD IIiLS�IS nxa= LOAD CASES. tTlahc O.C. fztm to TC Live 16.0 psf DurFacs L=1. 25 P=1. 25 Luded for 10 PSF non-oslasrelt BCLL. PLATE VALUES PER REIiXi' #1607. TC 48.0" 7-10-15 14- 0- 0 TC FCRE AXL IIID CSI 2x4 c3tinLcus lateral bracing @18.0 " O.C. �I�p�yR�FSh�iKH �EM nhhSt be �4 to a`A1rl in]. ON U143ER support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause moisture 1-2 -1487 .01 .18 .20 attached w/ 2-10d blxc or t�rtlrn wile trails. (iiF�N BC Live .0 psf 2-3 -1332 .13 .42 .55 standards: TRUSCOM MANUAL'. by Truswal. Y,lUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- BC Dead 7 .0 psf Design Spec UBC -97 3-4 -1487 .01 .18 .19 BC FCIRCE AXL aD CSI Segn T6.1.5 - 15517 (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. 5-6 1308 .14 .19 .33 6-7 1323 .15 .20 .35 7-8 1323 .15 .21 .35 8-9 1309 .14 .21 .35 WEB FC%E CSI WEB FURCE GSI 2-6 192 .08 3-8 197 .08 2-8 14 .01 7-10-15 6-0-0 -5.007 22-0___� 11PIlates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYCAL PLATE : 1.54 mx DEFLFI'TTCN (span) - L/999 IN MEM 6-7 (LIVE) L- -.07" D= -.09" 'N -.15" = Joint Locations = 1 0- 0- 0 6 7- 3-10 2 7- 5- 6 7 12- 0- 0 3 14- 6-10 8 14- 6-10 4 22- 0- 0 9 22- 0- 0 5 0- 0- 0 TC Live 16.0 psf DurFacs L=1. 25 P=1. 25 -4-5 1 SHIP PR WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. Eng. Jab: •w• Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done in Cbk: CM ® accordance with the current versions ofTPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgar: RC Date: 9/25/2000 verifled by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1. 25 P=1. 25 this design It or exceed the loading Imposed by the local building code. It is assumed that the top chord Is Iaterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing sham is for lateral the TC Dead 14.0 psf Rep 11br Bnd 1.15 support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause moisture ® Fabricators conof the wood exceed 19% and/or cause connector plate corrosion. Fabncue. handle, (nstail and brace this truss In accordance with the following tent BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. Y,lUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- BC Dead 7 .0 psf Design Spec UBC -97 3700 Riego Road. Elverta. CA 95626 (957.881. HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -911 and'HIB-91 SUMMARY lAssomatic'n SHEET bTPI.The Truss Plate Institute (IPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper 37.0 Segn T6.1.5 - 15517 (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL psf Job Name: MORGAN RESIDENCE Truss ID: HG Drwg: HG 2x6 DFL #2 P PDSII/M -1995 This desig� bassi m chm bracing applied BC 2x4 DFL #1 PiATE� PER ICBO RESWCH REFCRr #1607. per the faL..,G sdls� - GEL Bd1C 2x4 DFL S1g+H)1M Drainsge mist be prwidsd to avoid lfmc O.C. frau to 2x4 ofsltirnroDs lateral bracing 048:0 " O.C. Top chord its 24.0 " of uniSaL1 TC 48.0" 5-10-15 16- 0- 0 osst attached w/ 2-10d bxc or ffm wire nails. at 16 psf live•load and 14 psf dead load. PIATIM MSED Q4 C EEN UNSER VALI)E5. Additialal design ccins reran ns flay be required if sbe5thina is attached. Gable stud vertical require lateral bracing (designed by others) perpendicular to the plane of the RHfber at inte1rala_ tr1gg is a result of wind laid acplied Rsfber. (OMbinatial axial� us xg)This. designed b, y truss dthETSquires tootthe �tsussusss face F¢v ndirlg lat, si pport fcr webs in the truss plane arri tarlq shear .sll actin to resist diaphragm loads. = Joint Iocaticas = 1 0- 0- 0 18 0- 0- 0 2 3- 0- 0 19 3- 0- 0 3 4- 4- 0 20 4- 4- 0 4 5- 5- 6 21 5- 8- 0 5 .6- 0- 0 22 7- 0- 0 6 7- 0- 0 23 8- 4- 0 7 8- 4- 0 24 9- 8- 0 8 9- 8- 0 25 11- 0- 0 9 11- 0- 0 26 12- 0- 0 10 12- 4- 0 27 12- 4- 0 5-10-15 5-10-15 I 11 33- 8- 0 28 13- 8- 0 1 12 15- 0- 0 25 15- 0- 0 13 16- 0- 0 30 16- 4- 0 14 16- 6-10 31 17- 8- 0 10-0-0F-5. 00 I _5,00 � 15 17- 8- 0' 32 19- 0- 0 16 19- 0- 0 33 22- 0- 0 17 22- 0- 0 T 3-6-5 I0 -6-1I SHIP PROF,c. �—I - y 3 %a 11 lates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.5-4 OVER Qts S]PlxYu' ® WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. This design is for an Individual building component. 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 responslbllity Is assumed for dimensional accuracy. Dlmensions arc to be verified by the component manufacturer and/or building'designer prior to fabrication. The building designer shall ascertain that the loads utillzed on this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Eng. Job: W. Chk: CM DSgnr: RC Job#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurFacS L=1.25 P=1.25 Western Wood shmthing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shave Is for lateral TC Dead 14.0 Rep Mbr Bnd 1.15 support of components members only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture psf ® Fabricators content of the wood exceed 19% and/or muse connector plate corrosion. Fabrimte, handle. Install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal,'9UALrlY CONTROL STANDARD FORMEfAL PLATE CONNECTED WOOD TRUSSES'- 'HIB BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elverta. CA 95626 (gST-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'. (HIB -91) and -91 SUMMARY SHEEP by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper 15518 Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - job Name: MORGAN RESIDENCE Truss ID: 1 Drwg: 1 FSG ' X -IOC Ft1Ci S33.E RMT TC 2x6 DFL #2 P AASI/M - 1995 034posr1E RFSTII,T OF sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral 1 0- 1-12 1394 2 34-10- 4 1394 3.50 1.50 BC 2x4 DFL #1 3.50" 1.50" 6m 2x4 DFL SMEARD IISM THE K TPLF LCAD G%SES. support of components members only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture Frc3ed for 10 PSF non-Ctlnazslt HaL. HATE VAUIES PER ICBO RE39 M Rim' #1607. BC Live .0 pSf TC FCRCE AHI, RM CSI PLA.= BASED IN C42FFM UVIEER VALUES. 2x 4 w -b nBterial vertical stets at 24" Design Spec UBC -97 1-2 -2661 .03 .19 .22 D.C. (by others and Lalli . Attach. with 2-3 -2406 .03 .15 .18 1.5-3 Run. plates at top and bottom, 3-4 -2323 .02 .16 .18 ' 4-5 -1725 .01 .16 .17 5-6 -1725 .01 .16 .17 6-7 -2323 .02 .16 .18 7-8 -2406 .03 .15 .18 8-9 -2661 .03 .19 .22 BC FCIXE AXL END CST 10-11 2389 .36 .17 .53 11-12 1996 .23 .42 .65 12-13 1996 .23 .42 .65 13-14 1996 .23 .25 .49 14-15 2389 .36 .17 .53 WEB F= CSI FEs F= CSI MAX DEF=CN ( ) 2-11 -297 .08 6-12 -629 .62 Lt/999 IN MFM 13-14 (=) 4-11 358 .15 6-14 358 .15 1F -.13" D= -.16" T= -.291- .29"4-12 4-12 -629 .62 8-14 -297 .08 5-12 964 .39 Joint Locations 1 0- 0- 0 9 35- 0- 0 2 6- 3- 6 10 0- 0- 0 3 9- 8-15 11 9- 1- 1 4 '11-10-n 12 17- 6- 0 5 17- 6- 0 13 19- 0- 0 17-6-0 I 17-6-0 6 23- 1- 5 14 25-10-15 7 25- 3- 1 15 35- 0- 0 8 28- 8-10 5.00 -5.00 , 7-9-9 =0 -6 -;?4 11 prates are 20 gauge Truswal Conne TYPICAL PLATE : 154 ® 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. 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 arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Eng. sob: . EJ. C hk: CM DSgnr: KC Job#: J0320 - Date: 9/25/2000 TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral TC Dead 14.0 psf Rep Mbr Bnd 1.15 support of components members only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle. Install and brace this truss In accordance with the following BC Live .0 pSf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 'HANDLING BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elverta. CA 95626 QST -88), INSTALLING .VND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. N%V. Ste 200, Washington. DC 20036. ITOTAL 37.0 psf Seqn T6.1.5 - 15519 job Name: MORGAN RESIDENCE Truss ID: 11 Drwg: 11 END CSI FYI I X -IOC 'RF7>CI SIZE RIIO'D IC 2xg DFL #2 P ANSI/'IPI - 1995 •This design based on I I bracing applied .70 1 0- 1-12 1724 3.50 1.84^ BC 2x4 DFL #1 Ti�3�7S THE 036CS'IE RE= CF per the follawirg sdle�le: 28- 7-15 10-11 2 34-10- 4 1724 3.50" 1.64" DEB 2x4 DFL SDS M EME LOAD CASES. Rsx o.c. frrnt to 2841 .31 .22 .54 Loaded for 10 PSF nrn-Ccnar eit Baa. PLA3E VAUJES PER ICBG RSI REMU #1607. TC 39.0" 10- 9-11 23- 0- 0 .31 TC 1-2 F= -3433 AXL HID GST bracing is (by others) to rotation/ba� See HIB -91 arri Drainam rust be provided to avoid I Ling. 2x 4 t�ebb ttatezial vortical stsrts at 24" ----------LOAD CASE #1 DESIGN LCA Dir L. Plf L. Loc R. Plf ---------------- R.Irc Lit/TL 14-15 .06 .31 .37 M1 & 1-1995; 10. 4. afrl 10.3.4.6. o.c. Ox others a� typicall. Attaai with TC Vest 60.0 0- 0- 0 60.0 12- 0- 0 .53 2-3 3-4 -3104 -3552 .05 .16 .21 .45 .55 1.00 2x4 rrntumcus lateral bracing @24.0 " o.c. 1.5-3 Ran. plates at top and bottom. TC Vest 120.0 12- 0- 0 120.0 vert 23- 0- 0 .48 4-5 -3552 .45 .55 1.00 attached w/ 2-10d bxc or amri t wire nails. PLA= HrS'FD IN GREEN Lif43ER VALUES. TC 60.0 23- 0- 0 60.0 35- 0- 0 .53 5-6 -3104 .05 .16 .21 .12 Flat tap d=d has mt been designed for BC Vert 14.0 0- 0- 0 14.0 35- 0- 0 .00 6-7 -3433 .06 .31 .37 74 dnftln3 snow La-dess rated otherwise. 4 -ll -878 .32 BC FC10E AXE, END CSI 11- 5- 6 8-9 3088 .46 .23 .70 19- 0- 0 9-10 3087 _ .46 .10 .56 28- 7-15 10-11 2841 .31 .22 .54 Seqn T6 .1. 5 - 15520 11-12 2841 .31 .22 .54 12-13 2841 .31 .21 .53 13-14 3087 .46 .10 .56 14-15 3088 .46 .23 .70 WFB KRIM CSI VEB F= CST 2-9 74 .03 5-11 858 .35 2-10 -303 .16 5-13 297 .12 3-10 297 .12 6-13 -303 .16 3-11 858 .35 6-14 74 .03 4 -ll -878 .32 15-10-15 I 15-10-15 11-0-0 1 T 7-8-5 SHIP1 MAX DEFL CN (span) : L/999 IN MFM 11- ( L- -.15" D= -.20" T= -.36" 1 0-0-0 9 6-4-1 2 6- 4- 1 10 11- 5- 6 3 11- 5- 6 11 17- 6- 0 4 17- 6- 0 12 19- 0- 0 5 23- 6-10 13 23- 6-10 6 28- 7-15 14 28- 7-15 7 35- 0- 0 15 35- 0- 0 8 0- 0- 0 TOTAL 37.0 psf Seqn T6 .1. 5 - 15520 S=4-5 1-0 0 35-0-Q ,r"0 ---E � , 11 plates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ • Job#: J0320 This design Is for an Individual building component. It has been based on spedficatlons provided by the component manufacturer and done In Cbk: CM ® 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 bullding designer shall ascertain that the loads utilized on Dsgnr: RC Date: 9/25/2000 TC Live 16.0 psf TC Dead 14.0 psf DurFacs L=1.25 -P=1.25 Rep I�r End 1.00 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture ® Fabricators 3700 Riego Road. Elverta. CA 95626 content of the wood exceed 19% and/or cause connector plate corrasion. Fabricate. handle. Install and brace this truss In accordance with the following standards: TRUSCOM MANUAL', by Truswal,'9UALrrY COYrROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - (gsT-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper BC Live .0 psf BC Dead 7.0 psf 0. C. Spacing 2- 0- 0 Design Spec UBC -97 Assoclation (APPA) Is located at 1250 Connecticut Ave. NW, Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6 .1. 5 - 15520 job Name: MORGAN RESIDENCE Truss ID: 12 Drwg: 12 HID CST ErG X -IOC 'REACT S12E REQ'D 'IC 2XIS LFL #2 Plating sic At15I/TPi - 1995 This design based tar chord bracing applied fol]c�ving �rh,lP: 19- 0- 0 1 0- 1-12 1724 3.50" 1.84" BC 2x4 DFL #1 'II�Sm IS: SPIE RES= OF per the fYan to 2841 2 34-10- 4 1724 3.50" 1.84" WEB 2x4 DFL STPD Toaded for 10 PSF rm-ocnamalt BCM. MUM = LOAD CAS S. PLATE VAUjS pFR IC130 RFSEVKH PE= #1607. [faX o.c. IC 39.0" 10- 9-11 23- 0- 0 .31 TC FCRM AXL HID CSI Pe art m brat b-ig ist�d ON otters) to Ure'�t. rotatiaV See HIB -91 and Drainage artist be provided to avoid Pmdirl4. 2x4 rrrlr,mr+,a lateral i24: " o_. C. ----------LOAD CASE #1 DESIGN LOADS Dir L.Plf L. Loc R.Plf ---------------- R. Lac LS,/'M 1-2 -3433 .06 .31 .37 k1SI/TFI 1-1995; 10. and 10.3.4.6. or attad�ed w/ 2-iO bmc or arntlrn wine nails. TC Vest 60.0 0- 0- 0 60.0 12- 0- 0 .53 2-3 3-4 -3104 OS -3552 .16 .21 1.00 .4. PLArMG BASED IN GZEEN UVEER VALLIES. TC Vest 120.0 12- 0- 0 120.0 23- 0- 0 .48 4- 5 .45 -3552 .45 .55 .55 1.00 2-9 74 TC Vest 60.0 23- 0- 0 60.0 BC Vest 14.0 0- 0- 0 14.0 35- 0- 0 35- 0- 0 .53 .00 5-5 -3104 .05 .16 .21 .16 5-13 297 .12 3-10 6-7 -3432 .06 .31 .37 -303 .16 3-11 858 .35 BC FCLYB AXL HID CST 11- 5- 6 8-9 3088 .46 .23 .70 19- 0- 0 9-10 3087 .46 .10 .56 28- 7-15 10-11 2841 .31 .22 .54 (QST•88).'HANDLING INSTAI.WNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY 11-12 2840 .31 .22 .54 Seqn T6 .1. 5 - 15521 12-13 2840 .31 .21 .53 13-14 3087 .46 .10 .56 14-15 3088 .46 .23 .70 WEB FCRCE CSI WEB FCl3'£ CSI 2-9 74 .03 5-11 858 .35 2-10 -303 .16 5-13 297 .12 3-10 297 .12 6-13 -303 .16 3-11 858 .35 6-14 74 .03 4-11 -878 .32 13-10-15 13-10-15 l 11-0-0 5. 005.00 I 10-5 l SHIP MAX DEF1=CN () : L/999 IN MFM 11-1122 ((L L= -.15" D= -.20" T-_ -.36" 1 0- 0- 0 9 6- 4- 1 2 6- 4- 1 10 11- 5- 6 3 11- 5- 6 11 17- 6- 0 4 17- 6- 0 12 19- 0- 0 5 23- 6-10 13 23- 6-10 6 28- 7-15 14 28- 7-15 7 35- 0- 0 15 35- 0- 0 8 0- 0- 0 3700Riego Road. Elverta, CA 95626 (QST•88).'HANDLING INSTAI.WNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY S=4-5 PR \ � V 1�-4-0 H; •� tes are 20gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. .L PLATE 1.5-4 ® 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. 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 arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Eng- Job: -.EJ. CMC: CM Dsgnr: RC sob#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral the TC Dead 14.0 psf Rep Mbr Bnd 1.00 support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause moisture Fabricators content of the wood exceed 199E and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance vtih the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL', by Tmswal.'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- RUSSES'-3700 BC Dead 7.0 psf Design Spec UBC -97 3700Riego Road. Elverta, CA 95626 (QST•88).'HANDLING INSTAI.WNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute I TPII Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The America, Forest and Paper TOTAL 37.0 psf Seqn T6 .1. 5 - 15521 Association (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. job Name: MORGAN RESIDENCE Truss ID: 13 Drwg: 13 V B FORCE H2G X -IOC 12FX-P SIZE REi2' D TC 2x6 DEL #2 P AI�I/'Ifrl - 1995 ME SITE RESULT OF 'Tdesign ign based m did bracuig apoed per the following schedule: 2-10 1 0- 1-12 2 34-10- 4 1724 1724 3.50" 1.84" 3.50" 1.84" 33C 2x4 DFL #1 WEE 2x4 DFL SMIAIM , II�S��IS MMTME LOAD CASES. VALUES LER ICBG RESEARCH RF1=CFd' #1607. crux O.C. fran to TC 39.0" 11-10-15 23- 0- 0 297 TC FQiCE AM 13PID GST Ilaansd for 10 PSF rrn-oitn 3laL. 1S ptbeTs) to x3 � �r +�� YOt3tiav SBe HIB -91 and PL= Drairldkir mist be ci avoid 2x4 rrntirnr�tc eL3l�bradrlg @39. O.c. ----------IL1�D CASE #1 DESIGN LOADS Dir L. P]f L.IOC R. Plf ---------------- R.Ioc I3 /TL 1-2 -3432 -878 .32 1� Prsl/' I 1-1995; 10. and 10.3.4.6. attached w/ 2-10d bcnc or eanrcn wire nails. TC Vert 60.0 0- 0- 0 60.0 12- 0- 0 .53 2-3 -3104 .05 .16 .21 .4. PLATBG BASED CN GREEN IISIDFR VALUES. TC Vest 120.0 12- 0- 0 120.0 23- 0- 0 .48 3-4 -3552 .45 .55 1.00 TC Vest 60.0 23- 0- 0 60.0 35- 0- 0 .53 4-5 -3552 .45 .55 1.00 BC Vert 14.0 0- 0- 0 14.0 35- 0- 0 .00 5-6 -3104 .05 .16 .21 6-7 -3432 .06 .31 .37 13C F= AXL EM CSI 8-9 3088 .46 .23 .70 9-10 3087 .46 .10 .56 10-11 2841 .31 .22 .54 11-12 2840 .31 .22 .54 12-13 2840 .31 .21 .53 13-14 3087 .46 .10 .56 14-15 3088 .46 .23 .70 WEB FCRCE CSI V B FORCE CST 2-9 74 .03 5 -Ll 858 .35 2-10 -303 .16 5-13 297 .12 3-10 297 .12 6-13 -303 .16 3-11 858 .35 6-14 74 .03 4-11 -878 .32 11-10-15 1 5.00 11-0-0 11-10-15 L.J-4 1i--01 d- -4- ,35-0-0---- MAX flFfTxt`tTCN ( M 1,1999 IN V 11- (LIVE) LF -.15" D= -.20" T-- -.36-- 1 .36" 1 0- 0- 0 9 6- 4- 1 2 6- 4- 1 10 11- 5- 6 3 U- 5- 6 11 17- 6- 0 4 17- 6- 0 12 21- 0- 0 5 23- 6-10 13 23- 6-10 6 28- 7-15 14 28- 7-15 7 35- 0- 0 15 35- 0- 0 8 0-0-0 T_5 1 SHIP 4'�iCFFss�o �/ OPH�R No 137 i✓a� 11 lates are 20 gauge Truswal Connectors unless preceded by 1118" for 18 gauge or "H" for 16 gauge. /zl/1/01" CAL PLATE : 1.54 ®This Western Wood ® Fabricators 3700 Riego Road. Elveria. CA 95626 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In acoordance 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 shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor heathing 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 members only to reduce buckling length. This component shall not be placed In any environment that will Huse the moisture content of the wood exceed 194b and/or cause connector plate corrosion. Fabricate, handle. Install and brace this truss In accordance with the following standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- (QST -881. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'HIB -91 SUMMARY SHEEP by TPI. The Truss Plate Institute TTPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. Eng. Job -"FJ. Chk: CM Dsgnr: RC sob#: J0320 Date: 9/25/2000 TC Live 16.0 psf TC Dead 14.0 psf P BC Live .0 psf BC Dead 7.0 psf TOTAL 37.0 psf DurFacs L=1.25 P=1.25 R ter ]and 1.00 Rep O. C. Spacing 2- 0- 0 Design Spec UBC -97 Sel;n T6.1.5 - 15522 job Name: MORGAN RESIDENCE Truss ID: 14 Drwg: 14 ERG ' X -LOC 'Fs;cr SIZE FM'D TC 2x5 DFL #21995 - 1995 'Deis design basad a1 t3Yud bracing applied 1 0- 1-12 1394 3.50" 1.50" EC 2x4 DFL #1 THLS7S THE Qi�CSTLE RES= CF per the fal]Awur3 SdierlLP: fran t0 2 34-10- 4 1394 3.50" 1.50" x4 ME 2DFL S» Loaded for 10 PSF n n-cmam-reM BCLL. MR rrarE 1QAD CASES. PLATE VALUES pER ICBG RE MkrE CH Ra:UU #1607. ItIDc O.C. TC 45.0" 9-10-15 25- 0- 0 TC F M E AXL aM CSI 2x4 axltinx is lateral bracing g 1 45.0 " o.c. mist be tawided to avoid pa brig. -2440 1-2 -2658 .03 .19 .22 attacbed w/ 2-10d box or t>imm wire nails. EM CN GREEN LU4EER VAIiJES. (QST-88I.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB-9ll and'HIB-91 SUMMARY 2-3 -2440 .03 .13 .16 DurFacs L=1.25 P=1.25 3-4 -3053 .56 .41 .97 support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture 4-5 -3053 .56 .41 .97 O.C. Spacing 2- 0- 0 5-6 -2440 .03 .13 .16 (QST-88I.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB-9ll and'HIB-91 SUMMARY 6-7 -2658 .03 .19 .22 BC FCRCE AXL SM CSI 8-9 2385 .27 .27 .54 9-10 2238 .27 .27 .54 10-11 2238 .27 .38 .64 11-12 2238 .27 .38 .64 12-13 2238 .27 .27 .54 13-14 2385 .27 .27 .54 9EB FORM CST WEB F= CSI 2-9 -183 .07 5-11 885 .36 3-9 265 .11 5-13 265 .11 3-2-1 885 .36 6-13 -183 .07 4-11 -571 .14 T 4-7-10 TMO-6-�4 15-0-0 1 S=3.5-4 . L-D- 11-40 �, r 35�'p p� _ 1 lates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. ACAL PLATE : 1.54 MX E FrEMCN i: L/999 IN M10 - ll (LIVE) L- -.15" D= -.20" T= -.34" 1 0- 0- 0 8 0- 0- 0 2 5- 4- 1 9 9- 5- 6 3 9- 5- 6 10 12- 0- 0 4 17- 6- 0 U 17- 6- 0 5 25- 6-10 12 23- 0- 0 6 29- 7-15 13 25-'6-10 7 35- 0- 0 14 35- 0- 0 T 5-2-5 1 SHIP 1 PR�',SS . Z rM rn ® 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. 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 accuracv. Dimensions are to be shall ascertain that the loads utilized on verified by the component manufacturer and/or building designer prior to fabrication. The building designer rt this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Eng. Job: / • &7v Cbk: CM L Dsgnr: RCDN Job#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood sheathing and the bottom chord is laterally braced by a rigld sheathing -Leda] directly attached. unless otherwise noted. Bracing shown Is for lateral TC Dead 14.0 Rep Mbr Bnd 1.15 support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture psf ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES'- BC Dead 7.0 psf Design Spec UBC- 97 3700 Riego Road. Elverm. CA 95626 (QST-88I.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB-9ll and'HIB-91 SUMMARY SHEEP by TPI. The Truss Plate Institute rrPI) Is located at 583 D'Onafrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPAI 1s located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 15538 Job Name: MORGAN RESIDENCE Truss ID: 15 Job#: J0320 Drwg: 15 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In EPS . X -IDC eREACr STTIE ='D TC 2:6 DFL #2 P ANSI/M - 1995 This deli based ah I J bracing applied verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascenaln that the loads utilized on 1 0- 1-12 4215 3.50 2.75 BC 2x8 DEL #2 THIS�IS THE CTMPOSITE RESLII,T OF per the sdmclile: support of components members only to reduce buckling length. This component shall not be placed In any environment that well cause the moisture 2 34-10- 4 3729 3.50" 1.99" 2x8 DFL #1 8-12 M1ffrT77rF. 10AD Cpm• O.C. Spacing 2- 0- 0 Rex O.C. fzutl to standards: TRUSCOM MANUAL'• by Truswal.'9UALf1Y CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (9ST-86)• HANDLING INSTALWNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB-911 and'HIB-91 SUMMARY BC Dead 7.0 psf KEB 2x4 DFL SIS PLXIE VALUES PER IC80 RLSEARCH REF= #1607. TC 48.0" 7-10-15 27- 0- 0 TC F= AXL RM CSI 2x4 DET, 2-10 Loaded for 10 PSF n i-ocrxL� BCLL. ----------LOAD CASE #1 Ill LOADS --------------- 1-2 -9798 .40 .00 .40 ,#1 Dr3>s>age must be provhded to avoid pzldirg. Nail pattern shmrtt is for uniform loads Dir L.Plf L. IAC R.Plf R.Ioc LdVIL 2-3 3-4 -14248 -13977 .47 .40 .86 ?rJ ( otlheis) to only. Ooxxnt'sated loads > 350# mist be distributed (by others) dully to each TC Vert TC Vest 60.0 0- 0- 0 60.0 8- 0- 0 150.0 8- 0- 0 150.0 27- 0- 0 .53 .53 4-5 .45 .22 .67 ST/TFL 1-1995; 10. 4. and 10.3.4.6. ply, unless nail clusters are slo ( ). TC Vert 60.0 27- 0- 0 60.0 35- 0- 0 5-6 -13977 -11857 .45 .32 .20 .30 .65 .62 PLATRE EASED CN GZEEN UMBER VAVALUES. 2x4 c3tinm s lateral bracing (948.0 o. c. BC Vert 35.0 0- 0- 0 35.0 35- 0- 0 .53 .00 6-7 -8548 .12 .18 .30 2 -PLY! Sect. NailW-972/ft pnl d BOX, t BC- 2/ft attached w/ 2-10d b=c or camrn w re nails. . ... Lbs X.Loct.1/ O 255 2 BO BC FCRCE AXL EM CSI TC Vert 223.3 8- 0- 0 .00 8-9 8Yn .41 .08 .49 TC Vert 255.2 27- 0- 0 1.00 9-10 9039 .41 .21 .62 TC Vert 223.3 27- 0- 0 .00 10-11 14329 .65 .21 .87 BC Vert 1754.0 12-10- 8 .43 11-12 12088 .55 .14 .68 12-13 12088 .64 .17 .82 13-14 7879 .42 .14 .56 14-15 7829 .42 .09 .51 PEB 2-9 FCRCE CSI 390 .08 WEB 5-11 FCItM CST 2192 .45 MAX EIEiI=CN (Spm) L/999 IN MEM 10-11 (LIVE) 2-10 5726 .43 5-13 -1976 .12 3-10 -654 .04 .6-13 4465 .91 3-T1 -408 .04 6-14 324 .07 _ .Tnir,r Locations 4-11 -644 .04 1 0- 0- 0 9 7- 3-10 2 7- 5- 6 10 12-10- 8 3 12-10- 8 11 17- 9-13 4 17- 9-13 12 19- 0- 0 5 22- 9- 1 13 22- 9- 1 6 27- 6-10 14 27- 8- 6 7-10-15 7-10-15 7 35- 0- 0 15 8 0- 0- 0 35- 0- 0 O-PLYS J�REQ„UIRED5.00 47911 19-0-0 -5.00 1 1754# 11 lates are 20 gauge Truswal Connectors unless preceded by "18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.54 T -4-5 1ST IS OR .4 • 6/.; WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: • EJ. 1, Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Cbk: CM ® accordancewith the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dlmenstons are to be Dsgar: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascenaln that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed In any environment that well cause the moisture TC Dead 14.0 psf Rep Mbr Bind 1.00 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordancewtth the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'• by Truswal.'9UALf1Y CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (9ST-86)• HANDLING INSTALWNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB-911 and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET by TPI. The Truss Plate Institute (TPI) Is located at 563 D'Onofrio Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6 .1. 5 - 15524 job Name: MORGAN RESIDENCE Truss ID: IG Drwg: IG EW. ' X -IDC *REACT SIZE REI; 'D TC 2:G DFL #2 P ti S�eC A[�I/TPI -1995 'IIS O TM RES= OF 1 0- 1-12 2 34-10- 4 1394 1394 3.50 1.50 3.50" 1.50" BC 2x4 DFL #1 TOM 2x4 DFL S17VCARD Ti�S� DESI�I ZS MRTft7rF. LOAD CASES. support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of the uxwd exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: TRUSCOM MANUAL'. by Truswal. 'QUALrrY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - GEL BEE 2x4 DFL SJR PLATE VAIM PER ICSO RESEARCH RE= 91607. TC F= AXL END CST (able verticals axe 2x 4 web naterial spaced loaded for 10 PSF nrn-aornmment B3L. 1-2 -2661 .19 .22 at 16.0 " o.c. unless noted totherwise. 2x 4 Ueb material vertical ��ts at 24" 2-3 -2406 .03 .15 .18 Tap cinzd �oxts 24.0 " of unifoQm load o.c. (by other aid typical). AttadL with 3-4 -2323 .03 .02 .16 .18 at 16 psf ve load and 14 psf dead load. derarirns 1.5-3 mnn. plates at top and bottom. IN GZEEN MYSE2 VARIES. 4-5 -1725 .01 .16 .17 tui be Additional desigtnrTnTq PIAMG BASED 5-6 -1725 01 .16 .17 recILed if Shea�uis attached. 6-7 -2323 .02 .16 .18 C�bleStud vertical ffe�rm require lateral 7-8 -2406 .03 .15 .18 bracing (designed by arms) 'intervals. 8-9 -2661 .03 .19 .22 to the plane of the atsibPr at Bracing is a result of wind l,1 �1ied imtim be thy BC FORCE AXL IIID CST to merber. (Oofi axial plus . 10-11 2389 .36 .17 .53 'This truss regdxes thug, as 11-12 1996 .23 .42 .65 desiarued bk',ct>p M, .d to the truss 12-13 1996 .23 .42 .65 face Enw�nrxr3 sur port for rebs in 13-14 1996 .23 .25 .49 the truss plane andcreaagmr,m shear wall 14-15 2389 .36 .17 .53 acture to resist dialnIasis• MB FORCE CSI 4IZ B F= CSI 2-11 -297 .08 6-12 -629 .62 4-11 358 .15 6-14 358 .15 4-12 -629 .62 8-14 -297 .08 5-12 964 .39 7-9-9 =0 -6 -?-4 -5.00 S=3-4 1,44 r3s-o=u- � 1.4 11 lates are 20 gauge Truswal Connectors unless preceded by"18" for 18 gauge or "H" for 16 gauge. TYPICAL PLATE 1.5-4 -4-4 SHIP \�9 Eng. Job: .EJ. WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. Chk: CM This design Is for an Individual building component. 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 arc to be TC Live verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Dead this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral BC Dead support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture ® Fabricators content of the uxwd exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: TRUSCOM MANUAL'. by Truswal. 'QUALrrY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta, CA 95626 (9ST-88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED IVOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEEP by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrto Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave. N%V• Ste 200. Washington. DC 20036. -4-4 SHIP \�9 Eng. Job: .EJ. Chk: CM Dsgnr: RC TC Live 16.0 psf TC Dead 14.0 psf BC Live .0 psf BC Dead 7.0 psf MAX trFr-rr L/9999 IN MFM 13-144 (LM) L= -.13" D= -.16" T= -.291- = .29"= Joint Locations = 1 0- 0- 0 9 35- 0- 0 2 6- 3- 6 10 0- 0- 0 3 9- 8-15 11 9- 1- 1 4 11-10-11 12 17- 6- 0 5 17- 6- 0 13 19- 0- 0 6 23- 1- 5 14 25-10-15 7 25- 3- 1 15 35- 0- 0 8 28- 8-10 Job#: J0320 Date: 9/25/2000 DurFacs L=1.25 P=1.25 Rep Mbr Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 37.0 psf ISegn T6.1.5 - 15525 ]ob Name: MORGAN RESIDENCE Truss ID: ] Drwg: ERG. ' X -IOC 'RMa SIY.E REQ'D TC 2ffi DFL #2 P }+lS IMl - 1995 1 0- 1-12 444 3.50 1.50 BC 2x4 DFL #1 PLLATEPFR IC SO RFSWCi REPCRT #1607. 2 9-10- 4 444 3.50" 1.50" VM 2x4 DFL SPPTSEARD PLA= WED CN GREEN UYEER VALUES. TC F= AXL HID CSI 1-2 -516 .00 .11 .12 2-3 -516 .00 .11 .12 EIC FCRCE AXL RM CSI 4-5 433 .06 .06 .13 5-6 433 .06 .06 .13 IgM FCRC� CSI T?M FCFSE CSI 2-5 5:: .03 5-0-0 1 5-0-0 5.00 &A 5.00 l MX DEr3EL.TYCN (span) s 1/999 INME14 5 - (LIVE) LF -.01" D= -.01" T= -.01" = Joint Locations 1 0- 0- 0 4 0- 0- 0 2 5- 0- 0 5 5- 0- 0 3 10- 0- 0 6 10- 0- 0 110- 110- 10-0-0 11 lates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 1.x-4 WARNING Read all notes on this sheet and give a copy o/ it to the Erecting Contractor. Eng. Job: • W. Job#: J0320 This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In C'bk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DulFacs L=1.25 P=1.25 Western Wood this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed in any environment that will muse the moisture TC Dead 14.0 psf Rep Mr End 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and bracethis tru In accordance tvith the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. '9UALnY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road. Elverta. CA 95626 (9ST-88). 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB-911 and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET" by TPI. The Truss Plate institute (TPI) Is located at 583 D'Onofrlo Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington, DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 15526 job Name: MORGAN RESIDENCE Truss ID: I Eng. Job: ,EJ. Drwg: 11 This design Is for an individual building component. It has been based on specifications provided by the component manufacturer and done to Cbk: CM ERG X -IOC REAM SITE REQ1D TC 2>05 DFL #2 P RM/TPI - 1995 ----------im CASE #1 DESEN I� ---------------- Date: 9/25/2000 1 0- 1-12 648 3.50" 1.50 BC 2X4 DFL #1 PER ICEO RESEVC 3 RE= #1607. Dir L. PH L.loc R. PH R. LOC WTL 2 9-10- 4 648 3.50" 1.50" WEB 2X8 DFL #2 PPEA=BHM)(N (�2EFS1 LLDlBEI2 VAIIIFS. 1�1t kracing isrequited OX others) to �ev�� totaTial/s DP3p See HIB -91 and TC Vert TC Vert 60.0 0- 0- 0 60.0 5- 0- 0 60.0 60.0 5- 0- 0 10- 0- 0 .53 .53 RD CSI XM/M 1-1995; 10. 4. aril 10.3.4.6. BC Vest 24.5 0- 0- 0 24.5 10- 0- 0 .00 TC FAXL � 1-2 -938 .00 .12 .13 3700 Riego Road, Elverla. CA 95626 Nest Lbs X'Loc 0- 0 rLVM 1.00 SHEEP` by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrto Drive. Madison, Wisconsin 53719. The Amertmn Forest and Paper 2-3 -938 .12 .13 TC 80.6 5- TOTAL 37.0 psf Seqn T6.1.5 - 15527 .00 TC Vest 70.5 5- 0- 0 .00 BC EMM AXI, RID CSI TC Vert 80.6 5- 0- 0 1.00 4-5 820 .12 .07 .20 TC Vert 70.5 5- 0- 0 .00 5-6 820 .12 .07 .20 MM F= CSI WEB FCRCE CSI 2-5 114 .01 5-0-0 1 5-0-0 302# -5.007 • ti� 1� 0_0 1 1r- 0=0 1 ates are 20 gauge Truswal Connectors unless preceded by ,1811 for 18 gauge or "H" for 16 gauge. AL PLATE : 1 5 4 MAX DEFT=CN (S=) : L/999 IN McT4 5-66 (( IF -.01" D= -.01" TL -.02" = Joint rrrat-;rvta - 1 0- 0- 0 4 0- 0- 0 2 5- 0- 0 5 5- 0- 0 ' 3 10- 0- 0 6 10- 0- 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: ,EJ. Job#: J0320 This design Is for an individual building component. It has been based on specifications provided by the component manufacturer and done to Cbk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsiblllty Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verified by the component manufacturer and/or building deslgner prior to fabnmUon. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1. 25 this deslgn meet or exceed the loading Imposed by the local bullding code. 11 1, assumed that the lop chord Is laterally braced by the roof or floor Western Wood 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 members only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture TC Dead 14.0 ,psf Rep ter Bad 1.00 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. Install and brace this truss to accordance with the following BC Live . 0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY Y CONTROL STANDARD FORMEfAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elverla. CA 95626 IQST-88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEEP` by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrto Drive. Madison, Wisconsin 53719. The Amertmn Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 15527 job Name: MORGAN RESIDENCE Truss ID: SG1 Drwg: SG1 Em X -IDC x-ihc RFP28 SIVE 'IC 2>�' DFL #2 P PI1atm - 1995 PER ICBG RESSTCH1ZETCU #1607. --------- If.1�D CASE #1 EMW I� ---------------- Dir L.Plf L.Ioc R.Plf R. Loc LL/TL 2 0- 1-12 5-11- 4 1.50"REQT 828 3.50" 1.50" 805 1.50" 1.50" BC 2X8 DFL #2 4 B 2x4 DFL S1 MARD VALM PPaE�VPSIIES Pezlllaneit brace istrured (by otters) to / sea HEB-91 arra TC Vest 60.0 0- 0- 0 60.0 6- 0- 0 .53 BC Vest 212.1 0- 0- 0 212.1 6- 0- 0 .40 content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle. install and brace this truss In accordance wlth the following BC Live .0 psf O.C. Spacing 2- 0- 0 �= E}L� CN C� UMSER for keds =event xm/TPI 1-1995; 10. and 10.3.4.6. BC Dead 7.0 psf TC FORCE AXL EM CSI FYId verticals designed axial ally. .4. 1-2 -870 .17 EYId verticals that are e)tended above or Association (AFPAI Is located at 1250 Connecticut Ave. NV. Ste 200. Washington. DC 20036. 2-3 -35 .00 .17 .07 beRw the truss profile (if any) Rey require .00 .07 additratal design artsideratich 0:y others) BC FCPCE AXL HM CSI for lateral forces due to wirsi or seISIMC 4-5 808 .09 .15 .24 lolls a1 the bimlidirn, 5-6 772 .08 .06 .15 WM F= CSI V EB F= CSI 2-5 641 .26 3-6 -39 .01 2-6 -951 .14 00 6-0-0 1 plates are 20 gauge Truswal Connectors unless preceded by "IS" for 18 gauge or "H" for 16 gauge. 3-0-1 MqX rIDf=CN (spew ' 1/999 IN MEM 4-5 (LIVE) L-- -.01" D= -.01" Z` -.02" _ ,Taint Iocatirns = 1 0- 0- 0 4 0- 0- 0 2 3- 8- 9 5 3- 8- 9 3 6- 0- 0 6 6- 0- 0 ® WARNING Read Oil notes on this sheet and give O Copy of it to the Erecting Contractor. This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In acoordance 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 shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Eng. Job: .EJ. Chk: CM Dsgnr: RC - - Job#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral that will muse the moisture TC Dead 14.0 psf Rep Mbr Hnd 1.00 support of components members only to reduce buckling length. This component shall not be placed In any environment Fabricators content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle. install and brace this truss In accordance wlth the following BC Live .0 psf O.C. Spacing 2- 0- 0 ® standards: TRUSCOM MANUAL'. by Truswal. *QUALI Y CONTROL STANDARD FORMErAL PLATE CONNECTED WOOD TRUSSES'- BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elverta, CA 95626 IQST-881• HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY Papa SHEET- by TPI. The Truss Plate Institute frPll Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and TOTAL 37.0 psf S2Qn T6 . 1. 5 - 15528 Association (AFPAI Is located at 1250 Connecticut Ave. NV. Ste 200. Washington. DC 20036. job Name: MORGAN RESIDENCE Truss ID: SG2 sob#: J0320 Drwg: SG2 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM BlY, X -IOC MCT SITE REQ1D 'IC 2x6 DFL #2 Plat,' ANSI/IPL - 1995 ----------1ICAD CASE #1 CESRN LCADS ---------------- ® Fabricators content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle. install and brace this truss in accordance with the following 1 0- 1-12 1537 3.50" 1.64" BC 2X8 DFL #2 FLATS VATSkS PER ICBG RE i REEiIII #1607. Dar L.Plf L.Iac R.Plf R.Lx LifII, 2 5-10- 4 1537 3.50" 1.64" VEB 2x4 DFL Sim PEA= BASED IN GM Ii2YIEER VAUES. to ��e�vvaa��. rotatiat/tol� See HIB -91 and TC Vert TC Vert 60.0 0- 0- 0 73.1 2-10- 8 60.0 73.1 2-10- 8 3- 1- 8 .53 .53 TC FCRCE AXL RM CSI Ehd verticals designed for axial loads only. AI1SI/TPI 1-1995; 10. 4. and 10.3.4.6. TC Vert 60.0 3- 1- 8 60.0 6- 0- 0 .53 1-2 -1586 .33 .34 Rid verticals that are extended above or BC Vert 442.6 0- 0- 0 442.6 6- 0- 0 .42 2-3 -42 .01 .00 .11 .11 below the truss profile (if any) tray require 1 lis X.Loc 2-10- 8 LL/'II, jir;r„�t ic�l rrrsideraYim 0-)r yrs) TC Vest 14.9 1.00 BC FORCE AXL END CSI for Iateial forces due to wind or kisrr^c TC Vert 13.1 2-10- 8 .00 4-5 1489 .16 .30 .46 1asc15 on the building. TC Vert 14.9 3- 1- 8 1.00 S-6 1416 .15 .13 .28 TC Vert 13.1 3- 1- 8 .00 4AB FCRCE CSI TAM ECRB CSI 2-5 1298 .53 3-6 -22 .00 2-6 -1769 .25 i 1 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. 3-0-1 MAX DEFLE 'I(N (span) L/999 IN MEN 4-5 (LIVE) L= -.02" D= -.02" T-- -.04" = Joint Locations = 1 0- 0- 0 4 0- 0- 0 2 3- 8- 9 5 3- 8- 9 3 6- 0- 0 6 6- 0- 0 FIR WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. sob#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® 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 shall ascertain that the loads utilized on Dsgnr: RC Date: 9/25/2000 TC Live 16.0 psf TC Dead 14.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.00 Western Wood this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord Is laterally 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 oomponents members only to reduce buckling length. This component shall not be placed In any environment that will rause the moisture ® Fabricators content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle. install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 3700 Riego Road, Elverta, CA 95626 • standards: TRUSCOM MANUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMEI'AL PLATE CONNECTED WOOD TRUSSES' - (QST -88) -'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and'HIB-91 SUMMARY SHEET- by TPI. The Truss Plate Institute fTPII Is located at 583 D'Onofrio Drive. Madlson. Wlsconsin 53719. The American Forest and Paper BC Dead 7.0 psf Design Spec UBC -97 Association (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 15529 job Name: MORGAN RESIDENCE Truss ID: SG3 Drwg: SG3 EW, X -LDC .REPLT SIM REQ'D TC 2X5 DFL #2 Pla ANSI/IPI - 1995 ----------LCAD CAM #1 DEMW ILAIIS ---------------- 1 0- 1-12 1754 3.50" 1.87" BC 2X8 DFL 42 THIS�IS THE SPIE Fd= OF Dir L.Plf L.Ioc R.Plf R. Loc 11,M2 verified by the oomponent manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on 7-10- 4 1754 3.50" 1.87" FIIB 2x4 DFL SD*EPIm KMa7PLE LCAD CASES. TC Veit 60.0 0- 0- 0 60.0 B- 0- 0 .53 TC FCRCE AXL EM CSI Lutber shear alla.ables are NES -97. brac#g ist�0x others) to PLATE VALUES PER ICBG RESEKL RE1UU #1607. Icade3 for 10 PSF mri-amaaralt Baa. BC Vert 378.6 0- 0- 0 378.6 8- 0- 0 .42 1-2 -2033 .02 .39 .41 rlxataat/ See HIB -91 aryl 10. PLAMG BASED IN GUE4 IUHIER VALUES. O.C. Spacing 2- 0- 0 2-3 -50 .00 .14 .14 f'Pb1/'t�i2 1-1995; 4. aryl 10.3.4.6. R;d vextiCals designed for widal loads only. aid verticals that are eiitenJed above or 3700 Riego Road, ElverTa. CA 95626 BC FMCE AXL RM CST Design Spec UBC -97 below the truss profile (if any) flay require SHEET' by TPI: The Truss Plate Institute rrPfl Is located at 583 D'Onofrio Drive, Madison. Wisconsin 53719. The American Forest and Paper 4-5 5-6 1888 .20 .42 .62 1817 .19 .27 .46 additiofal design oa>siderataon (by others) for lateral fortis due to wind or semmc TOTAL 37.0 psf Segn T6 .1. 5 - 15530 loads cn the building. VEB FCRCE CSI AMB FCRCE CS1 2-5 1581 .64 3-6 -59 .01 2-6 -2158 .49 F5 1 A 1 plates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. MAX I&FL=CN (span) - L/999 IN NIE•M 4-5 (LIVE) Lr- -.03" D= -.04" Tb -.07" = Joint Locations 1 0-0-0 4 0-0-0 2 4- 8- 9 5 4- 8- 9 3 8- 0- 0 6 8- 0- 0 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. Job#: x0320 This design Is for an Individual building component. It has been based on speclilcadons provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RC Date: 9/25/2000 verified by the oomponent manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 Western Wood this design meet or exceed the loading Imposed by the local building code. It is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed In any environment that will rause the moisture TC Dead 14.0 psf Rep b1br Bnd 1.00 ® Fabricators content of the wood exceed 19% and/or muse connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'QUALrrY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 3700 Riego Road, ElverTa. CA 95626 (QST -881. 'FI NDLING INSTALLING AND BRACING METAL PLATE CONNECTED \VOOD TRUSSES'- (HIB -911 and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97 SHEET' by TPI: The Truss Plate Institute rrPfl Is located at 583 D'Onofrio Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave. N%V. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Segn T6 .1. 5 - 15530 job Name: MORGAN RESIDENCE Truss ID: E12-24 Drwg: E12-24 &RG X -LCC REPI.T SITE ='D 'TC 2x6 DFL #2 P XEI/M - 1995 ffiLS��IS THE C13GCSrM RES= tom' 1 0- 1-12 407 3.50" 1.50 EJC 2x4 DEL #1 1-2 2 8- 0-12 487 1.50" 1.50" PLATE vAUES PER ICBJ RESENC[i REMU #1607. Mlr:i'TPfF. LOAD CASES. 3 11-11- 4 31 1.50" 1.50" LOcatirn Of ht:er-icr bearin3s should be irvideri for 10 PSE• Tm-comurrent cr7T • 4 7-11- 4 72 1.50" 1.50" rJ early marked ai each truss. Dter= s Wort or tegx ary sh0rin3 m>_st : F AMG S%SED CN GREEN IL VEM VALUES. be in place before ezbct r g this truss. TC' ECIKE AXL HID CSI 1-2 87 .00 .31 .31 2-3 108 01 .33 .35 3-0 -78 .00 .33 .34 0-0 -1 .00 .00 .00 BC F= AXL HID CSI 4-5 0 .00 .19 .19 5-0 0 .00 .00 .00 200 =`- 8-0-0- ter are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. LL PLATE : 1.5-4 OVER 4 SUPFFCIZIS MAX Mr>: CN (span) W999 IN MEM 4-5 (LXVE) L= -.05" D= -.07" 'P- -.12" Joint Laati.rns = 1 0- 0- 0 4 0- 0- 0 2 7- 2-12 5 8- 0- 0 3 8- 0- 0 ® WARNING Read all notes on this sheet and give a copy of it to the Erecfing Contractor. This design is for an Individual building component. 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 arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the Ioading Imposed by the local building code. It Is assumed that the top chord Is laterally braced by the roof or floor Eng. Job: • EJ. Cbk: CM Dsgnr: RCDN Job#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurFdcs L=1.25 P=1.25 Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral TC Dead 14.0 psf Rep Mbr Bnd 1.15 support of components members only to reduce buckling length. This component shall not be placed In any environment that •will cause the moisture Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. Install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 ® standards: TRUSCOM MANUAL'. by Truswal.'QUALr1Y CONTROL STANDARD FORIMETAL PLATE CONNECTED WOOD TRUSSES' - 'HIB BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road. Elverta. CA 95626 I9ST-881•'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute rTP0 Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper 37.0 psf Segn T6 . 1.5 - 15539 Association IAFPAI Is located at 1250 Connecticut Ave. N%V, Ste 200. Washington. DC 20036. ITOTAL job Name: MORGAN RESIDENCE Truss ID: HRA Drwg: HRA uG X -LCC RFPLT SIS REQ -D TC 2>06 DFL #2 P t, NZItM - 1995 ----------LCAD CASE #1 DESSCN 1� ---------------- I Dix L.Plf L. 10C R.Plf R. LOC UvAIL 1 0- 2- 8 105 4.95 1.50 BC 2x4 DFL #1 PIE rJALDES pm IC80 RESEARCH RFS #1607. Design Spec UBC -97 2 7- 9-12 0 1.501.50 gr= 2x4 DFL ST!>lMARD location Of intprion- beatings S)=1d be 3 9-10- 1 TOTAL 37.0 psf 0 1.50" 1.50" Interior Stmt or terp=ary sbr<irz3 must clearl narked on each tniss. 4 7- 8- 4 0 1.50" 1.50" be in place before etectirs3 this truss. Slim bearings (if needed) for red mjtart p. Iettt�'>t inacing is x1equixed (by oth.) to mtataat/ See HIB -91 and PIAMG �D CN GUN LLI�R VAUJES. �Ylst/TPI 1-1995; 10. 4. and 10.3.4.6. TC 1-2 FCRCE 0 AXL .00 END (ST .00 .00 1-2 0 .00 .00 .00 2-0 0 .00 .00 .00 0-0 0 .00 .00 .00 EC FCRCE AXL EM CSI 3-4 0 .00 .00 .00 4-0 0 .00 .00 .00 WEB FORCE CSI VEB F'RCE CSI CuEm 0 .00 1-5-0 -i 7-9-5 11 lates are 20 gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. 4�ACAL PLATE : 1.54 OVER 4 SUPIS 2-9-6 mx fETF1'r'rCN (span) ' 1/999 IN N24 3-4 (LSVE) LF .00" D= .00" T= .00" Joint lcmticns = 1 0- 0- 0 3 0- 0- 0 2 7- 9- 5 4 7- 9- 5 dda?hh WARNING lead all dotes on this sheet and give O copy of it to the Erecting Contractor. This design is for an individual building component It has been based on specifications provided by the component manufacturer and done in accordance with the current versions ofTP1 and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be veri0ed by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code It is assumed that the top chord is laterally braced by the roof or floor Eag• Job: W. C7hk: CM Dagnr: RCDN Job#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurPacs L=1.25 P=1.25 Western Wood 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 members only to reduce buckling length. This component shall not be placed in any environment that will muse the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.00 ® Fabricators content of the woad exceed 19% and/or cause connector plate corrosion. Fabricate. handle, Install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL', by Truswal, *QUALITY CONTROL STANDARD FORMEfAL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elverta, Cry 95626 (QST•88).'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB•91) and'HIB•91 SUMMARY SHEEP by TPI. The Truss Plate Institute (TPII Is located at 583 D'Onofrlo Drive. Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1250 Connecticut Ave, MV, Sic 200. Washington. DC 20036. TOTAL 37.0 psf Sega T6.1.5 - 15540 Job Name: MORGAN RESIDENCE Truss ID: HRB Drwg: HRB Job#: J0320 Date: 9/25/2000 EW. ' X -Lit TiF = SME R EQ'D TC 2md DFL #2 P PISIZ - 1995 UNDP RR�+CITCN(S) • content of the wood exceed 19% and/or muse connector plata corrosion. Fabricate. handle. Install and brace this truss In accordance with the following 1 0- 2- 8 171 4.95" 1.50" BC 2x4 DFL #1 THI3�IS THE l» T19 RESL= CF suppst 3 -12# (9s'r-88)• HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB-91) and'HIB-91 SUMMARY 2 3 U- 4- 3 15- 4- 3 32 1.50" 0 1.50" 1.50"Czr= 1.50" 2X4 DFL SMIDARD Leaded far 10 PSF nan-canazslt BC L. KIM LOAD CASES. PLATE VAUIES PER ICB0 RESEARXii RFSi'da' #1607. ----------TOAD CASE #1 DFMT LCADS ---------------- Dir L.Plf L. Loc R.Plf R. LOC LL/4L 4 19- 4- 3 3 1.50" 1.50" Interior skzp= or temporary shoring mist Iotatian of intericr bearings struld be 5 23- 4- 3 0 1.50" 1.50" be in place before erecting this truss. clearl marked an each truss. 6 24- 8- 4 0 1.50" 1.50" 1.50" Shim (if needed) fcr sLp=t• PLATR� IN GREEN UNBE2 VALUES. bracing is (by others) to ��eevv��. mtatirn/� See HEB-91 and rr,4 7 11- 2-11 92 1.50" A21 4. 10.3.4.6. 1-1995; 10. and TC FCRCE AXL HID GST 1-2 -233 .00 .16 .16 1-2 6 .00 .04 .04 2-0 -2 .00 .04 .04 0-0 0 .00 .01 .01 0-0 0 .00 .00 .00 0-0 0 .00 .00 .00 0-0 0 .00 .00 .00 BC FORCE AXL SM CSI 3-4 0 .00 .43 .43 4-0 0 .00 .00 .00 MAX (4 WEB FCRCE CSI PM F> C 51 L/7 7 IN MCN L/717 IN MEM 3-4 (LIVE) ( SL RL 239 .10 L= -.18" D= -.24" T= -.42" _ ,joint locations - 1 0- 0- 0 3 0- 0- 0 ' 2 U- 3-12 4 11- 3-12 7-9-6 I0-5-14 354 kLol 11-3-12 11 lates are 20 gauge Truswal Connectors unless preceded by ,18-, for 18 gauge or "H" for 16 gauge. TYPICAL PLATE : 3-4 • CNER 7 Si7PPCRIS ® 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. It has been based on spedficatlons 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 arc to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building Cade. It is assumed that the top chord Is laterally braced by the roof or floor Mag. Job: .FJ. Cbk: CM Dsgnr: RCDN Job#: J0320 Date: 9/25/2000 TC Live 16.0 psf DurFacS L=1.25 P=1.25 Western Wood sheathing and the bottom chord Is laterally braced by a ngid sheathing material directly attached. unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.00 ® Fabricators content of the wood exceed 19% and/or muse connector plata corrosion. Fabricate. handle. Install and brace this truss In accordance with the following BC Live. .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'9UALITY CONTROL STANDARD FORMErAL PLATE CONNECTED WOOD TRUSSES'- BC Dead 7.0 psf Design Spec TIBC -97 3700 Riego Road. Elverta. CA 95626 (9s'r-88)• HANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB-91) and'HIB-91 SUMMARY SHEET' by TPI. The Truss Plate Institute rrPO Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association LAFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Sega T6.1.5 - .15541 fob Name: MORGAN RESIDENCE Truss ID: HRC Drwg: HRC EM 1 2 3 4 5 X -LOC 0- 2- 8 8- 6- 4 12- 6- 4 15- 5-15 8- 4-12 WEACr 105 0 0 0 0 SIDE 4.95" 1.50" 1.50" 1.50" 1.50" REQ'D 1.50" 1.50" 1.50" 1.50" 1.50" TC 2:5 DFL #2 ;9` 2x4 DFL #1 SLIDER 2X4 DFL S1 Interior skW= or temporary st=ing mist be in place before erect�.rlg this truss. Shim bear-gs (if ns� for rH� st4Port. PLATIM SM CN GEN LLMSR VAII]hS. P FI1SI/TFI - 1995 1? � PFR I R I ��#1607. Trratim of inter or hmwrjs clearlymm3md an each truss. R3it��lt bLacim is requimed (by others) to rotatitzt/t rrT See HIB -91 aryl /TPI 1-1995; 10. 4.5 arrl 10.3.4.6. ----------LOAD CASE #1 D1SIC;:`I LQrM ---------------- Dix L.Plf L.Loc R.Plf R. Loc LL/'1L TC FCRCE AXL ED CSI 1-2 0 .00 .00 .00 1-2 0 .00 .00 .00 2-0 0 .00 .00 .00 0-0 0 .00 .00 .00 0-0 0 .00 .00 .00 BC FCRCS AXL SM CST 3-4 0 .00 .00 .00 4-0 0 .00 '.00 .00 ID: • .� wti ac • .� w•r ti in aZA r tt 5-5-14 Sx f P MAX > ER=CN (span) ' LV999 IN MFM 3-4 (LIVE) Lt= .00" D= .00" TL- .00" = Joint Locations = 1 0- 0- 0 3 0- 0- 0 2 8- 5-13 4 8- 5-13 115 8-5-13 11 lates are 20 gauge Truswal Connectors unless preceded by 111V for 18 gauge or "H" for 16 gauge. CAL PLATE : 1.54 [003zi& i)9Gf:,1-9 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: .EJ. Job#: J0320 This design Is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be DSgnr: RCDN Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the (cads utilized on TC Live 16.0 psf DurFaes L=1.25 P=1.25 Western Wood this design meet or exceed the loading imposed by the local building code. It Is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bad 1.00 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance tvitia the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALrN CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - 'H BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elverta. CA 95626 IQST-88l•'FWNDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and IB -91 SUMMARY SHEET- by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper AsscdaUon (AFPA) Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Seqn T6.1.5 - 15542 Job Name: MORGAN RESIDENCE Truss ID: HRD Drwg: HRD • X -IAC RFPCP SIM REQT 'IC 2X6 DFL #2 P �g sT�c ANSI/M - 1995 ----------I= CASE #1 DESIGN LOADS ---------------- ,ERG, 1 0- 2- 8 105 4.95" 1.50" BC 2X4 DFL #1 E! TE `IALiJES PER ICBD RESEMKH REQ' #1607. P= Dir L.Plf L.Loc R.Plf R.lCC U.VM 2 7- 0- 2 0 1.50" 1.50" SLIDER 2X4 DFL STS Location of inte= bm=rjs should be standards: TRUSCOM MANUAL'. by Truswal.'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - (QST -881. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB•91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper 3 TC 6-11-13 0 1.50" 1.50" AXL EIDID CSI Interior spporlt or tEgoorary Offing oust be in place (if mor this Wit. Shim (if lleed33) for ��qq clean I ubmd ai eadi truss. _ � HIB-91)to ��eevv�� an3 Segn T6.1.5 - 15543 FCe� VAUJES. 10.-3.4.6. 1-2 0 .00 .00 .00 ) IN GREEN UISER SSI/TFL 1-1995; 10. .4. ani 1-2 0 .00 .00 .00 2-0 0 .00 .00 .00 BC FLRCE AXL EM (SI 3-4 0 .00 .00 .00 4-0 0 .00 .00 .00 FIIB FCRCE CST V EB FCRC E C!31 SARI, 0 .00 1-5-0 -i 7-0-14 2-6-14 s are 20 gau PLATE 1.5-4ge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. OVER 3 SUPFCRM MAX DEE1 CN (span) L/999 IN MEN 3-4 (LIVE) LF .00" D= .00" T-- .00" Joint Locations 1 0- 0- 0 3 0- 0- 0 2 77 0-14 4 7- 0-14 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: •EJ. Job#: J0320 This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In C'bk: CM ® 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 shall ascertain that the loads utilized on DSgnr: RCDN Date: 9/25/2000 TC Live 16.0 psf TC Dead 14.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bad 1.00 Western Wood this design meet or exceed the loading Imposed by the local building code. It is assumed that the top chord Is laterally 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 3700 Riego Road. Elverta, CA 95626 standards: TRUSCOM MANUAL'. by Truswal.'QUALITY CONTROL STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSES' - (QST -881. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- IHIB•91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper BC Dead 7.0 psf Design Spec UBC -97 Assadaaon (AFPAI Is located at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. ITOTAL 37.0 psf Segn T6.1.5 - 15543 job Name: MORGAN RESIDENCE Truss ID: HRE Drwg: HRE sob# : J0320 Date: 9/25/2000 TC Live psf BRG ' X -a AEACT SIM REQ -D TC 2XIS DFL #2 P ANSI/M - 1995 UPLIFT REAMCN(S) • 6 -26# 1 2 0- 3- 8 4- 1- 4 279 6.98" 258• 1.50" 1.50" 1.50" BC 2x4 DFL #1 SIKER 2x4 DFL S PER ICED RESEVK i REEL'' #1607. Location, of irte= baana should be stmt Design Spec UBC -97 3700Riego Road, Elverta. CA 95626 3 8- 1- 4 236 1.50" 1.50" Interior cii W= or tetpsaxy rlmwxJ mi - t clearly.0ar ked to each truss. Seqn T6.1.5 - 15544 Association tAFPA) is looted at 1250 Connecticut Ave. NW, Ste 200. Washington. DC 20036. 4 12- 1- 4 247 1.50" 1.50" be in place before efectin3 this truss • (if needed) for _ t' Shun ba3rar� Sal UMBER 5 16- 1- 4 90 1.50" 1.50" F H���� IN ISREEN 6 17- 7- 6 0 1.50" 1.50" 7 3-11-12 28 1.50" 1.50" TC F= AXL BM CSI 1-2 -89 .00 .06 .06 1-2 38 .00 .09 .09 2-0 -34 .00 .09 .09 0-0 34 .00 .08 .09 0-0 -35 .00 .08 .08 0-0 -7 .00 .04 .04 0-0 0 .00 .00 .00 BC FCRCE AXL HM CSI 3-4 0 .00 .05 .05 4-0 0 .00 .00 .00' MIX EER=CN (spm) wEB FMM CSI VEB FCIILE C3I LV999 IN MEM 3-4 (LIVE) ca EK 74 .03 k .001t D= .00" T-- -.01" _ .Taint Locations 1 0- 0- 0 - 3 0- 0- 0 2 4- 0-13 4 4- 0-13 3. �1-1�-, 4-0-13 111 lates PLATEre203gauge Truswal Connectors unless preceded by 11181, for 18 gauge or "H" for 16 gauge. OVER 7 SUPP= 6-3-0 -T 1-8-4 1 ® 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. It has been based on specifications provided by the component manufacturer and done in accordance wtlh 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 shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the kcal building code. It is assumed that the top chord Is laterally braced by the roof or floor Eng. Job: . W. Chk: CM Dsgnr: RCDN sob# : J0320 Date: 9/25/2000 TC Live psf DurFacs L=1.25 P=1.25 Western Wood sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown is for lateral .16.0 TC Dead 14.0 psf Rep Mbr End 1.15 support of components members only to reduce buruding length. This component shall not be placed In any environment that will cause the moisture ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. Install and brace this truss In accordance with the follmAng BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal. 'QUALrrY CONTROL STANDARD FORME717AL PLATE CONNECTED WOOD TRUSSES' - BC Dead 7.0 psf Design Spec UBC -97 3700Riego Road, Elverta. CA 95626 (QST -88)• HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper TOTAL 37.0 psf Seqn T6.1.5 - 15544 Association tAFPA) is looted at 1250 Connecticut Ave. NW, Ste 200. Washington. DC 20036. 1 job Name: MORGAN RESIDENCE Truss ID: SG2Z Job#: J0320 Date: 9/29/2000 Drwg: SG2 DurPacs L=1.25 P=1.25 Western Wood Dr. X,:LCx pzcr SALE REI]'D TC 2;G DFL 42 Plat, spec PI�I/IPI - 1995 - --- -- IDAD CASE 41 DMGN LCADS -------- ------- conteu of the wood exceed 199b and/or rause connector plate corrosion. Fabricate, handle, install and bran this truss lu accordance with We follaumg „ 0- 1-12 1537 3.50" 1.64 BC 2XB DFL #2 PLATE VR�M PFR ICE10 RESEMi RE�II' #1607. a� Dir L.Plf L.Inc R.Plf R. LOC Iis/1L 2 5-10- 4 1537 3.50" 1.64" SffB 2x4 DFL SIRY PLATITS BASED Q4 MEE4 LU1EER VAUIES. bracing is (by ) to �1t rotatiaV See HIB -91 aril TC Veit TC Vest 60.0 0- 0- 0 73.1 2-10- 8 60.0 73.1 2-10- 8 .53 3- 1- 8 .53 T-, F�� aAXL END CSI End verticals clesign� for tidal loads only. AbM/WI 1-1995; 10. 4. arid 10.3.4.6. TC Vert 60.0 3- 1- 8 60.0 6- 0- 0 .53 1-2 -1586 -01 End verticals that are e&erd d above or BC Vert 442.6 0- 0- 0 442.6 6- 0- 0 .42 2-3 .33 .34 -42 '''.00 .11 .11 below the truss profile (if any) Rey require Lbs X. Loc LL,/'M a5ditional design o�sideration (y others) TC Vert 14.9 2-10- 8 1.00 BC FORCE � A,y g.ID CSI for lateral forms due to wird or seisinic TC Vert 13.1 2-10- 8 .00 4-5 1489 .46 loads on the building. TC Vert 14.9 3- 1- 8 1.00 S-6 .16 .30 1416 .15 .13 .28 TC Vest 13.1 3- 1- 8 .00 Mil EZ R E CSI V B FCRCE CSI 2-5 1298...:.53 3-6 -22 .00 2-6 -1769:-..25 3-0-1 T 0-6-1 1 28#� 1 28113-6 1 plates are 20 gauge Truswal Connectors unless preceded by ,18,, for 18 gauge or "H" for 16 gauge. 3-0-1 SHIP VlAX DFFLEMCN (span) U999 IN MEM 4-5 (LM) LF -.02" D= -.02" Z` 04" = Joint Locations = 1 0- 0- 0 4 0- 0- 0 2 3- 8- 9 5 3- 8- 9 3 6- 0- 0 6 6- 0- 0 Truss ID: SG2Z ® WARNING Read ail notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an individual building component. It has been based on speeln=Uons provided by the componahl manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions arc to be manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on verdled by the componenta this design meet or exceed the loading Imposed by the local building code. It Is assumed that the lop chord Is laterally braced by the roof or floor Eng. Job: . EJ. Chk: CM Dagrlr: KCDN Job#: J0320 Date: 9/29/2000 TC Live 16.0 psf DurPacs L=1.25 P=1.25 Western Wood sheathing and We bottom chord Is laterally braced by a rigid sheathing material directly attached. unlet otherwise noted. Bracing shown Is for lateral TC Dead 14.0 Rep Mbr Bnd 1.00 support of cemponenis member. only to reduce buckling length. This component shall not be placed In any environment that will muse the moisture psf Fabricators conteu of the wood exceed 199b and/or rause connector plate corrosion. Fabricate, handle, install and bran this truss lu accordance with We follaumg BC Live .0 psf O.C. Spacing 2- 0- 0 ® standards: TRUSCOM ANNUAL'. by Truswal. 'QUALITY CONTROL STANDARD FORMEI'AL PLATE CONNECTED WOOD TRUSSES'- 'HIB BC Dead 7.0 psf Design Spec UBC -97 3700 Riego Road, Elvena, CA 95626 LAST-881.'LNNDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -911 and -91 SUMMARY SKEET- by TPI. Thu Truss Plate Institute (TPI) Is located at 5113 D'Onofrio Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPAI Is locoed at 1250 Connecticut Ave. NW. Ste 200. Washington. DC 20036. TOTAL 37.0 psf Seqn T6.1.5 - 16488 Job Name: MORGAN RESIDENCE Truss ID: S12-6 Drwg: S12-6 E� X -LCX: RFPLT SIM REQ'D TC 2� DFL #2 P AN,SL/TPI - 1995 1 0- 1-12 294 3.50" 1.50" EIC 2x4 DFL #1 PFR ICBO RFSENKH REQ #1607. 2 5-11- 4 154 1.50" 1.50" Interior stg=t or tHiQc>rary shoring gust Locatirn of ince "im' bearxfx should be 3 1-11- 4 88 1.50" 1.50" be in place b.Srore erecting this truss• clearly nurka3 on each truss. PLATIIU BASED CN GREEN LLDIBFR VALUES. IC FCRCE AXL EM CSI 1-2 -64 .00 .18 .18 2-0 -1 .00 .00 .00 BC FCRCE AXL SM CST 3-4 0 .00 .19 .19 4-0 0 .00 .00 .00 2-0-0 2-0-0 MAX DEFTFLTLC 9 (spats) 141999 IN MEM 3-4 (LIVE) LF .00" D= .00" T-- -.01" ,Taint. Lacatic ns = 1 0- 0- 0 3 0- 0- 0 2 2- 0- 0 4 2- 0- 0 11 lates are 20 gauge Truswal Connectors unless preceded by 111811 for 18 gauge or "H" for 16 gauge. TYACAL PLATE : 1.54 (TJFlt 3 S1JP�5 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: . EJ. Job#: J0320 This design is for an Individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: CM ® accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be Dsgnr: RCDN Date: 9/25/2000 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 psf DurFacs L=1.25 P=1.25 this design meet or exceed the loading Imposed by the local building code. It Is assumed that the top chord is laterally braced by the roof or floor Western Wood 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 members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bad 1.15 ® Fabricators content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Install and brace this truss In accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 standards: TRUSCOM MANUAL'. by Truswal.'QUALI Y CONTROL STANDARD FORMEfAL PLATE CONNECTED WOOD TRUSSES'- RUSSES'-3700 3700Riego Road, Elvena, CA 95626 (QST-881.'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY BC Dead 7.0 psf Design Spec UBC -97. SHEET' by TPI. The Truss Plate Institute (7711 Is located at 583 D'Onofrlo Drive. Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) Is lorded at 1250 Connecticut Ave. NW. SLe 200. Washington. DC 20036. TOTAL 37.0 psf Sean T6.1.5 - 15545 /.o C 4� -"ogazl'�d — "d RESIDENTIAL PLAN REVIEW 6bHiE SINGLEFAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: %22 Building Permit Number: ®G r Plans Examiner: �_��` A. P. Number: GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, fee's).... FAU & FAS road setback. Water Tender, Traffic and Drainage . Building or utilities across lot lines (record form). FLOOR PLAIN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building'Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406)..'. Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bai;.*d exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing"Code 509& 1213.5). Prohibited locations of gas heating equipmdid(Unif6ii Mechanical Code 304.5). Garage fire%all separation - re. pred on garage side inclruding supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 vt RUCTURAL DETAILS: Penventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Pree story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. Garage door header size(s). 'Porch header size(s). Stud heights. 'Expansive soil — special foundation design required. ` ziaining walls requiring design. 'Special Inspection requirements. 46der sizes.. Gypsum wallboard nailing inspection required. ISCELLANEOUS ITEMS: Stairway details — Iandings, rise and run, head clearance, handrails (Uniform Building Code section Guardrails (Uniform Building Code section 509). . _. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Roof coveiing type= (fire Hazard). Foam insulation - 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). .: Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. = ound requirements. . Energy design compliance and supporting documentation. ashing at all exterior openings. responsible area requirements. uilding Permit requirements: 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. /6V e A Page 2 of 2 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. 1 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 you response to each item and the location where the information can be found on the plarWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrM REVISED AND ORIGINAL PLANS, ASSESSORS PARCEL KUMBER PERMIT NUMULK RESPONSE FOR PLAN CHECK LETTER DATED: MS/63 PLAN CHECK ITEM # T - / / - RESPONSE BY: W. LOCATION ON PLANS/CALCS: — COMMENT . e_. A) J-5 La,4-��r �V PLAN CHECK IT M # RESPONSE BY: LOCATION ON PLANS/CALCS: COI Int NTS: 3&&j !► dIQW " i �i COMMENTS: AL7 �V PLAN CHECK ITEM # 3 RESPONSE BY: 9-S LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: 2 3D COMMENTS: AL7 �V ` PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: A PLAN CHECK ITEM # RESPONSE BY: LOCATI N ON PLANS/CALCS: COMMENTS: A PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I 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 valic response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate you 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 REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK K ITEM # y.�(Q RESPONSE BY: S LOCATION ON PLANS/CALCS: COMMENTS:t A 1, COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: ILL - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ENTS: ON ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: August 15, 2000 • • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Roger Soudan Construction 50 Hassler Court Oroville, CA 95966 Assessor Parcel Number: 00-1294 Building Permit Number: 036-800-077 This office reviewed building plans for the permit application referenced above. The plan 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 re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please provide the location of your HVAC equipment on the plans. If the furnace is in the attic, provide a truss detail which allows for the loading. } Please provide COMPLETE sections through the house, in both directions. You have bearing points for girder trusses CHOI and D2 which require point footings under them. D2 has three bearing points. Please include these on the foundation plan. Please show footings under interior braced wall lines. What ate PSL headers? Please provide listings for them. There are two areas that do not comply with the prescriptive bracing in the UBC. You need an interior wall in the garage and to move or replace a window in the front bathroom or bedroom 3, or provide a lateral analysis of the right sides of the building. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 sets of complete plans, signed by the person that prepared the plans. 1 of 2 �J 2. Pay Balance of Building Permit fees in the amount of $1218.85 3. Pay impact fees: 4. Complete and return the Butte County School Impact fee certification form. 5. Sheriff fees = $360.00. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 :ERTUICATE OF COMPLIANCE: Residential Page 1 CF -1R �-.-- ------------------------------- Project Title Morgan HouseRun: 886..20 -Jun -00 Project Address: AP #36-800-077 Lot 51Crane Ave. Morgan House Oroville, CA 95966 Building Title: Morgan House Building Permi/t #. Document .Author : ' Don Freemyers 6 o - Telephone: P.lap Check //'Date pCI � - F__ /S Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: li GENERAL INFORMATION Conditioned Floor Area: 2566 ft2 (ft2) value Average Ceiling Height: 1013" ft -in 2 36.0 Building Type: SFD Single Family Detached Building Front Orientation: .180 deg (South). 43.5 0.370 Glazing Area, t.of Floor Area: 14.20. None Standard BugScrn Average -Fenestration U-Value:0.39 Average Fenestration SHGC: 0.63 Number of Stories: 1 Number of. Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION _ Cavity Sheathing Component Insul Insul Total Assembly Type R -value -------- R -value R -value --- U -value Location/Comments ------------- -:- - Door 0, 0 , --- 3.03 0.330 :. Outside . Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 .0.065 '- Unconditioned Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Crawlspace Floor 0 0 3..38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0..756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type. Area ( ft2 ) ------------------- ------------ Slab 2566 FENESTRATION Orientation Window South Window South Window West Window East Area U- (ft2) value Panes 52.5 0.370 2 36.0 0.400 2 28.5 0.370 2 43.5 0.370 2 Conditioned? Exterior Conditions/Descripti *n�rilUrerioz 'Overhang Shading Shading and Fins Standard BugScrn None Standard BugScrn None Standard BugScrn None Standard BugScrn None 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)._f. Loss R -value .(Btuh)' StandardGas 760 -- 36.00 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Morgan. House 'Run: 886 . .2 0' -Jun -00 :. FENESTRATION continued Area U- Interior Exterior Overhang, Orientation (ft2) value Panes Shading Shading and Fins Window East 6.0 0.400 2 Standard BugScrn None Window East 35.0-0.570 2 Standard .BugScrn None Window North 74.0 0.370 2 Standard BugScrn None Window North 50.0 0.400 2 -Standard BugScrn None Window North 40.0 0.340 2 Standard BugScrn None THERMAL MASS Area Thick Type Exposed? (f t.2) (in) Location/Comments None HVAC SYSTEMS Duct Location Type Efficiency and R -value Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS - Distrib Water. Water # of Eriergy.Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------ ------------ -------- ------------ Standard—Gas Standard StandardGas..S.torage ----------------- 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)._f. Loss R -value .(Btuh)' StandardGas 760 -- 36.00 CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Morgan House Run: 886, 20 -Jun -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. 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 responsibil-ity: 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. •CERTIFICATE.OF COMPLIANCE: Residential Page 4 CF -1R Project. Title: Morgan House Run: 886 ,.20 -Jun -00 DESIGNER OR OWNER DOCUMENTATION AUTHOR John Morgan Don Freemyers Certification #: 6-:20 - 00 Signed: Date Signed Date ENFORCEMENT AGENCY Name : . Title. Agency: ..Telephone: -- - Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Morgan House Run: 886 -..::.20 -Jun -00 Project Address: AP #36-800-077 Lot 51Crane Ave. Morgan House Oroville, CA 95966-. Building Title: -Morgan House Building Permit #• Document Author: Done F_r_ eemyers _ Telephone: Plan Check / Date Compliance Method: •CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) de Energy Use StandarDsign Space Heating 23.54 Space Cooling.. 13.19 Water Heating _ 11..10 Total Type 47.84 GENERAL INFORMATION Conditioned' Floor Area:.. - - • - Average Ceiling Height:'_ Building Type: Building Front Orientation: Glazing Area, 0..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 2566 26302 OPAQUE SURFACES Proposed Design ---------------- -19.37 12.57 11.10 -- - - - -- Complies 43.04 -Yes 2566 ft2 1013" ft -in SFD'Single Family Detached :. 180 deg (South) 14.20 0.39. 0.63 1_00 Slab on grade 1 26302 ft3 2.566 ft2 Type ------------- Conditioned - Thermostat Type ------------ CEC_Standard Vent Height (ft) 2 = 0" Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval Rval Azm Tlt Gns Type Location/Comments Zone = House -Door 40.0 0.330 0 3 180 90 Yes CEC_30-Wood Outside Wall 387.5 0.065 19 15 180 90 Yes W19.2x6.16 Outside Wall 180.0 0.065 19 15 180 90 No W19.2x6.16 Unconditioned Wall 396.5 0.065 19 15 270 90 Yes W19.2x6.16 Outside Wall. 514.0 0.065 19 15 0* 90 Yes W19.2x6.16 -Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Morgan House Run: 886 --------------- 20 -Jun -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Fenestration Type -:'(f t2) value Rval Rval.Azrci Tlt Gns Type Location/Comments ---------- Wall ------ 564.5 ----- 0.065 ---- 19 ----- 15 --- --- 90' 90 --- Yes ------------ W19.2x6.16 -------------------- Crawlspace Floor 2566.0 -- 0 -- -- 180 No Slab140C Grade Ceiling 2566.0.0.024 Double -FX 38. 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Perimeter Type Zone = House Exposed Exposed Length (ft) Insul F2 Insul Depth Factor R -vat (in) 21110" 0.756 0 16 12210" 0.507 -- -- FENESTRATION SURFACES Location/Comments ---------------------------------- Outside Unconditioned Comments Glazing Fenestration Area Tru' Open "Frame Charactr Name . . -----=-------- Type ( ft2 ) Azm Tlt Type . - -Type Name Zone = House ---- ----- --- --- ------- ,- -------- ------------ '-Front-1 Wind 6 . 0''1.80 _90 .Fixed'.=:- Vinyl Double -FX Front=2- Wind 16.0180 90 Fixed '.-.Vinyl Double-xo Front73. Wind 6.0'180 90 -Slider Vinyl Double -FX Front -4 Wind 2.0 180 90 Fixed Vinyl Double -FX Front -5 Wind 10.0-180 90 Fixed Vinyl Double -FX Front -6 Wind 9.0:-180 90 Fixed Vinyl Double -FX Front -7 Wind 6.0 180 90 Hinged Vinyl Double -FX Front -8 Wind 6.0 180 90 Hinged Vinyl Double -FX Front -9 Wind 7.5'180 90 Fixed. Vinyl Double -FX Front -10 Wind 20.0'180 90 Slider Vinyl Double-xo Right Wind -4.5'270 90 Fixed Vinyl Double -FX _1 Right -2 Wind '4.5'270 90 Fixed Vinyl Double -FX Right -3 Wind X4.5 270 90 Fixed Vinyl Double -FX Right -4 Wind .4.5 270 90 Fixed Vinyl Double -FX Right -5 Wind 4.5 270 90 Fixed Vinyl Double -FX Right -6 Wind X2.0 270 90 Fixed Vinyl Double -FX Right -7 Wind -2.0 270 90 Fixed Vinyl Double -FX Right -8 Wind X2.0 270 90 Fixed Vinyl Double -FX Left -1 Wind -6.0 90 90 Fixed Vinyl Double -FX Left -2 . Wind X6.0 90 90 Fixed Vinyl Double -FX Left -3 Wind ,4.5 90 90 Fixed -Vinyl Double -FX Left -4 Wind 2.2 90 90 Fixed— Vinyl Double -FX Left -5 Wind ,6.0 90 90 Fixed Vinyl Double -FX Left -6 Wind 2.2 90 90 'Fixed Vinyl Double -FX Left -7 Wind 4.5 90 90 Fixed Vinyl Double -FX Left -8 Wind 6.0 90 90 Fixed. Vinyl Double -FX Left -9' Wind 6.0 90 90 Fixed Vinyl Double -FX Left -10 Wind, 6.0 '90 90 Slider Vinyl Double-xo Comments 3 Ic! Project Title:. Morgan House Run: 886 20 -Jun -00 FENESTRATION -SURFACES continued GLAZING CHARACTERISTICS Glazing, Charactr Glazing # of U- Name, Type.. Panes Glazing Fenestration .Clr/LowE Area Tru Double-xo Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Left -11 Wind 7.5 90 90 Fixed Vinyl G1assBlock .. Left -12 :Wind 20.0 90 90 Fixed Vinyl G1assBlock Left -13 :Wind 7.5-90 90 Fixed Vinyl G1assBlock Back -1 Wind 10.0 0 '90 Fixed Vinyl Double -FX Back -2 .Wind 20.0 0 90 Slider Vinyl Double-xo Back -3 Wind 6.0 0 90 Fixed Vinyl Double -FX Back -4 Wind 12.0, 0 90 Fixed Vinyl Double -FX _ Back -5 Wind 6.0 0 90 Fixed Vinyl Double -FX Back -6 Wind 15.0 0 90 Slider, Vinyl Double-xo Back -7 Wind 40.0 0 90 Hinged) Vinyl Dbl-Patio Back -8. Wind 15.0 0 90 Slider Vinyl Double-xo Back -9- Wind 10.0 0 90 Fixed Vinyl Double -FX Back -10_ Wind 20.0 0 90 Fixed Vinyl Double -FX Back -11 -Wind 10.0 0 90 Fixed Vinyl Double -FX GLAZING CHARACTERISTICS Glazing, Charactr Glazing # of U- Name, Type.. Panes value. Double -FX .Clr/LowE 2 0.370 Double-xo Clr/--LowE 2 0.400 G1assBlock Clear 2 0.570 Dbl-Patio -C1rjLowE 2 0.340 OVERHANGS Comments SHGC Exterior Interior - - - SHGC Shade Shade Type Int .SHGC.See notes. .Shade 0.650 Standard 0.680 0.650 Standard 0.680 0.650 Standard 0.680 0.650 Standard 0.680 Comments SHGC Exterior Ext Shade.Type. Shade BugScrn 0.757 BugScrn. 0.757 BugScrn 0.757 BugScrn 0.75.7 Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension None FINS Fenestration -------------------------- Name Height Width None Left Fin Right Fin -------------------------- -------------------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Morgan House Run: 886 20 -Jun -00 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction.Insd Mass Name (f t2) (in) Cap ivity Type Rval Location/Comments None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Name Fraction Fraction None HVAC SYSTEMS Targetted Thermal Mass ------------ System Name System Type Zone.._=.House. GasFurn.78 Furnace* ACsplit10 Air Cond. —central split Comments Duct Location Efficiency and R -value ---------- --=---------- 0.78 AFUE Attic R-4.2 c 10.00 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 Water Recovery Heater Name Efficiency AFUE StandardGas . 76% -- Rated Pilot. Input Standby Tank Light (kBtuh) Loss R -value (Btuh) 36.00 -- -- -- COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Morgan House Run: 886 20 -Jun -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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R ' 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 b Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered.y, all parties as. minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT'. Space Conditioning, Water Heating and Plumbing System Measures: (continued) ' ' § 150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 199.7 UMC sections 601 and 603; ducts insulated to a minimum installed R4.2 or ducts enclosed entirelywithin conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requiremetns of UL181, UL181A, or UL181B and other applicable specified: tests for longevity given in §150(m).. 2. Exhaust fan systems have back draft or automatic dampers. r 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, I manually operated dampers. § 114: Pool and Spa.Heating Systems and Equipment. I: 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" 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/ho Lighting Measures: §150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of40 x 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 alloyed in § 150(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved. A July 1, 1999 "'. MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of i) MF -1R 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 stringerit 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 oniv. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION = DESIGNER ENFORCEMENT Building Envelope Measures: ' §I50(a): Minimum R-19 ceiling insulation. SC §I50(b): Loose fill insulation manufacturer's labeled R -Value. . ' §150(x): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). ' § 15 d): Minimum R-13 raised floor insulation in named floors. § 1500) : Slab edge insulation - water absorption rate rio greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation -quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and -Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricated)have label with certified U -value, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped. all joints and.penetrations caulked and. sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §I50(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §I50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masons• and factory -built fireplaces have: a. Closeable metal, or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning ^_as pilot lights allowed.- Space llowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110-§ 113: I IVAC equipment. water heaters. showerheads and faucets certified by the Commission. § I50(h): I leatin_ and/or cooling loads calculated in accordance with ASHRAE. SMACNA or RCCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1500): Pipe and tank insulation I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation haying an installed thermal resistance of R-12 or greater. 2. First 5 feet ot'pipcs closest to watcr heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks lift solar system. unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot -ater systems. >. Cooling s}stem piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. July 1, 1999 X M 1< PERMIT NO: 25 - 00 ui Lake Oroville Area Public Utility District 1960 Elgin sweet OROVILLE, CALIFORNIA 95966 533-2000 , DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by y Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 8, 2000 Applicant: John S and Beverly J. :Morgan Applicant Address: 39 old Post nr; up OrovilI e, cp 95966 Applicant Phone No.: 530-589-4442 Property Location (s): Crane Avenue (north/west corner) A. P. No. (s): Fees due: Oroville, CA (Copley Acres) 036-800-0.77 $1,525.00 P Application for service approved: --ji LAKE 40VILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: 0 Date: Lake Oroville Area Public Utility District release to close permit: Date: By: ENCROACHMENT PERMIT codNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7681 PERM # DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) NA M PHONE: 5 2y- 41yV'Z RA6 93A e.. i TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): &AIle&TZ O/li✓rw'04 l 3. Underground Conduit: / 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. p � � SPECIAL CONDIITIONS: /� /C/y1P��c�/✓e�� D � GC. /J //J ,',l a , f /� r/✓ P 7`-. U �! � tet/ �p Lc��i%�P�`�,��f.. ✓ ❑ All work shall conform to accompanying Date Issued: (�a '/9 - 0 0 Surety: Yes ❑ No Expiration Date:—&--', - l % - 0 / Detail ❑ Plans ❑ Special Conditions U. Mike Crump Director of Public Works By PRIVATE DRIVEWAY DETAILS EDGE OF EXISTING PAVEMENT PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY ROAD FOREMAN. \0 �0 R FLOW LINE DITCH + + 12' MIN. AREA TO BE PAVED 20'. MAX. I . J IO'MIN. PROPERTY LINE _ I NOTES: 1. PIPE TO BE C.S.P. OR EOUAL(12"DIA.M.IN.) 2.PAVING SHALL CONSIST OF 4's OF [,]8EUTT:.ECOUNTY PUBLIC WORKS DEF AGGREGATE BASE, MIN., AND 2" OF ASPHALT -CONCRETE, MIN. PRIVATE DRIVEWAY AND.WHy.N RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded OfficialRecords CoBUUEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:33PM 20 -Jun -2000 REC FEE 10.00 CONFORM .00 Kristyy Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: State of California County of Ba4t- On jg v o V X r7- ac k E to PROPERTY OWNERS: before me, personally appeared ' S. rftv 6 pAn ap d be ve r I i, ). IM 6 if -,un —penonaft 1Bnowke-me(or proved to me on the basis of satigacto evidence) to be the person(s) hose name(s) i are ubscribed to the within instrume and acknowledged to me that he/sh the executed the same in his/he hei authorized capacity(ies), and that by his/he their ignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instru men WITNESS my hand and official seaL 4 MARi� A A. B Y R g Signature Seal: # 1208568 Z - NOT(A�1R1BYBPUBLII+C,/-�CALIFORNIA M n,t 0 1 rn ° C MV C.11M nlSSion ins J�V44 2003 A.P. 4 O3 (o` ORDER NO. BU -166955-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: BEGINNING AT THE SOUTHEAST CORNER OF LOT 51, AS SHOWN .ON THAT CERTAIN MAP ENTITLED, "COPLEY ACRES. SUBDIVISION UNIT NUMBER THREE",. WHI'CH MAP WAS RECORDED IN. THE OFFICE OF THE RECORDER OF THE COUNTY -OF BUTTE, STATE OF CALIFORNIA, IN. BOOK 122. OF MAPS, AT PAGES) 27 AND 28; THENCE NORTH 89 DEG. 07' 30" WEST, ALONG THE SOUTH LINE OF SAID LOT 51; PRODUCED WESTERLY, 103.00 FEET; THENCE -NORTH 00 DEG. 52' 3011.EAST PARALLEL TO THE WEST LINE OF. SAID LOT 51, 165.60�FEET TO A POINT ON THE _SOUTHERLY LINE OF LOT 55 OF SAID SUBDIVISION; THENCE SOUTH 66 DEG. '48' 35" EAST ALONG SAID SOUTHERLY LINE, 41.06 FEET; THENCE SOUTH 55 DEG. 56' 52" EAST ALONG THE NORTHERLY LINE OF SAID LOT 51, 77.68 FEET TO THE NORTHEAST CORNER OF SAID LOT 51; THENCE SOUTH 00 DEG. 52' 30" WEST ALONG THE EAST LINE OF SAID LOT 51, 107.50 FEET TO THE POINT OF BEGINNING., PARCEL I, DESCRIBED.ABOVE., IS PURSUANT`TO A CERTIFICATE OF MERGER RECORDED AUGUST.17, 1998, UNDER BUTTE COUNTY RECORDER'S -SERIAL NO. .98-34905. PARCEL II: A RIGHT OF WAY FOR ROAD PURPOSES OVER AND ACROSS LOT 315, AS SHOWN ON. THAT CERTAIN.:MAP ENTITLED, -.-"OFFICIAL MAP OF OROVILLE—WYANDOTTE FRUIT LANDS UNIT NO. 6", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF .BUTTE, STATE OF CALIFORNIA, ON MARCH e 8, 1929, IN BOOK 10 OF MAPS, AT.PAGE(S) 3A, 4A, AND 5A. Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director September 3, 1998 Frieda E. Hart Martin 195 Parson Lane Oroville, CA 95966 of Public Works o -f B u t t e Re: Certificate of Merger, AP 036-800-058 & portion of 075 Dear Mrs. Martin: LAND DEVELOPMENT DMSION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-2140 Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on August 17, 1998, under Serial Number 1998- 0034905, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, �L.. Stuart Edel v Manager, Land Development Division SE/kp Enclosure cc:�Building Division Environmental Health Dept. Ron Graves & Associates r AFTER RECORDING RETURN TO: Butte County Puhlic Works LAND DEVELOPMENT DIVISION (.otnily Center Drive U(ovillu, CA 95965 1 998-0034.905 Recorded I REC FEE 16.00 Official Records I County Of I Butte CANDACE J. 6RUBBS I Recorder I I 09:01AM 17 -Aug -1998 I Pageelnof 4 ERTIFIC TE OF MEFi_ CCR R EA : RECORDEW S MEMO: W LANL)S BEING_.M_ES_-- AOR R:ORD IS DUE TO ALITf OF ORIGINAL DOCUME AP Nl)MUER(S), .36-.80 QUNd SUUDIVIS ON/PARCEL MAP: 27 & 28 LOCK _ LOT(S) 51 and remaining lands BOOK 122 _„PAGE As of the _ 14th day of _AUGUST 19_L8, those lands rioted above. are merged to create 2 parcel(s) of land as described in Exhibits __A & B attached hereto. AUGUST 149 1998_ MIKE CI3LIMP DATE Director of I'loblic Works OWNERS' CONSENT TO MERGER Successor Trustee of the Martin Family Trust, Frieda E Hart Martin, dated September 24, 1980 as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into tliet-t those Parcel(s) as described in Exhibit(s) A & B attached hereto. ALt. _*IGNATURES MUST BE NOTARIZED: �Q IGNATUftE 5lGNA'ruliF LO I5'aI X5.97, DATE DATE r I� AFTER RECORDING RETURN TO: Butte County Puhlic Works LAND DEVELOPMENT DIVISION (.otnily Center Drive U(ovillu, CA 95965 1 998-0034.905 Recorded I REC FEE 16.00 Official Records I County Of I Butte CANDACE J. 6RUBBS I Recorder I I 09:01AM 17 -Aug -1998 I Pageelnof 4 ERTIFIC TE OF MEFi_ CCR R EA : RECORDEW S MEMO: W LANL)S BEING_.M_ES_-- AOR R:ORD IS DUE TO ALITf OF ORIGINAL DOCUME AP Nl)MUER(S), .36-.80 QUNd SUUDIVIS ON/PARCEL MAP: 27 & 28 LOCK _ LOT(S) 51 and remaining lands BOOK 122 _„PAGE As of the _ 14th day of _AUGUST 19_L8, those lands rioted above. are merged to create 2 parcel(s) of land as described in Exhibits __A & B attached hereto. AUGUST 149 1998_ MIKE CI3LIMP DATE Director of I'loblic Works OWNERS' CONSENT TO MERGER Successor Trustee of the Martin Family Trust, Frieda E Hart Martin, dated September 24, 1980 as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into tliet-t those Parcel(s) as described in Exhibit(s) A & B attached hereto. ALt. _*IGNATURES MUST BE NOTARIZED: �Q IGNATUftE 5lGNA'ruliF LO I5'aI X5.97, DATE DATE Srl n M E R I C' r-CILURDER'S MEMO: POOR RECORD IS DUE FO QUALITY OF ORIGINAL DOCUMENT } STATE OF CALIFORNIA }ss. COUNTY OF On --� \ � � before personally appeared —K X \,1=: eC- , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscrib6d to the within instrument and acknowledged to me that he!she/they executed the same in hisiher/their authorized capacity(ies), and that by.his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal. Signatu Title of Document Date of Document Other signatures not acknowledged IThiS a'L'a hr p'L-ia! nn;aria; No. of Pages GI -5191 3008 0 os 1 IGeneran EXHIBIT "A" Martin Merger Beginning at the Southeast comer of Lot 51 as shown on the Copley Acres Subdivision Unit Number Three Map, filed in Book 122 of Maps as Pages 27 and 28, Butte County, California, Recorders office; thence North 890 07' 30" West along the South line of said Lot 51, produced Westerly, 103.00 feet; thence North 000 52' 30" East parallel to the West line of said Lot 51, 165.60 feet to a point on the Southerly line of Lot 55 of said Subdivision; thence South 660 48' 35" East along said Southerly line, 41.06 feet; thence South 550 56' 52" East along the Northerly line of said Lot 51, 77.68 feet ;to the Northeast corner of said Lot 51; thence South 0.00 52' 30" .West along the East line of said Lot 51, 107.50 feet to the point of beginning. Containing 0.3298 acres more or less. The Basis of Bearings for this description is the same as shown on said map 122 M 27 and 28. APN 036-800-075, 058 Job no. 98-078 EXHIBIT "B" Martin Merger Remaining Lands Beginning at the Southwest corner of Lot 51 as shown on the Copley Acres Subdivision Unit Number Three map, filed in Book 122 of Maps at Pages 27 and 28, Butte County, California Recorders office; thence South 220 35' 22" West, 64.58 feet; thence North 890 07' 30" West, 200.94 feet to a point on the West line of the "Remaining Lands of Owner" as shown on said map; thence North 000 05' 30" East along said West line, 378.21 feet to the Southwest corner of Lot 58 as shown on said map; thence South 72° 50' 33" East along the Southerly line of said .Lot 58, 39.91 feet; thence South 49° 44' 29" East, 14.30 feet; thence South 040 51' 10" East along the Westerly line of Lot 57 as shown on said map, 70.87 feet to the Southwest corner of said Lot 57; thence South 660 48' 35" East along the Southerly line of Lot 55, 56 and 57 as shown on said map, 162.76 feet; thence South 000 52'30" West, 165.60 feet; thence South 890 07' 38" East, 23.00 feet to the Point of Beginning and the end of this description. Containing 1.35 acres more or less The Basis of Bearings for this description is the same as shown on said map 122 M 28. APN 036-800-058, 075 RONALD L �t11VES * PLS 4085 EXP. 6/30/00 lF OF C A����� CIVIL - STRUCTURAL BY: ALT DATE: � a� SHEET No. / OF / (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. /SUBJECT: PROJECT: v ' �D�� ZfV-1-0, �ps rsDT7�%-S 2..<- , W.< L Irrc 16e F1Z 7rgele 2�Z Jv. Fle 7j/e�z 1"ao17'c s '-Q' , 4 L 2, rZ .c �"? _ ¢ R C E 32434 Reg. Expires 12-31 -2000 •�-lP�'d gD12Z70� Sr v,ns ap- Go�vr, ew, s/,oer- lA- I ., BUTTE. COUNTY SCHOOLS IMPACT�FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number D3d"'��� Jurisdiction: City County Property Owner Property Location/Address 311 t' / C:✓ �%%�// TU�• t �QU//�-P. Subdivision Lot No. ................................................................................................................... Residential Development 0 [ Sq. Footage ��(!� C/J No of Living Mobile Home Addition/ *Supplemental to (Group' R) Units Installation Conversion Permit # *(No foundation inspection): Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) 60 Building Department Representative o Date Plans reviewed ov %iCh001 District Personnel District Identification No. y �-z, School District certifies that (Applicant) D (Street Address) (Phone Number) cA to (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing School square feet. Paid by Check # ' Remarks: / —U o '-6 r by payment of $ AB 2926 $ FULL MITIGATION $ -a-o 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 that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm