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041-420-035
41-42- 5 GEORGE STUART 'd NIS runaway Rd, ark Rd. Oroville j BLDG WITHOU ERMITS I 041-420-035 .06-0694 �I DEADMOND, BUTCH v 3807 RUNAWAY RD, OROVILLE. I� CONT: DEADMOND BR CONST 1 NSF(LIV, GAR, COV 6 �6•D'I. counk, LAND CF P AT URAL V�lFJ-.L T H AND BEAU TY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY,CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 H. W. McDONALD i Deputy Director July 28, 1982 George Stuart RE: Building Permit 7202 Balcom Canyon Road .A•P• # 41-42-35 Moorpark, CA 93021 Dear Mr. Stuart: With reference to the above subject, we have been advised by one of our building inspectors that you have not obtained. the required permits..and inspections from this office for the work you are doing as follows: Constructing a structure on your property located off Clark Road, Paradise. Since permits and inspections are required, by both State and County laws, please contact this office within ten (10) days of the date of this letter, submit two (2) complete sets of plans, apply for.the required permits, and pay the appropriate fees. All work must stop until you obtain these permits and are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Your cooperation in resolving this matter would certainly be appreciated. Should you have any questions concerning this matter, please contact this office. Yours very truly, Clay Castleberry Director of Public Works J.F. Glander JFG:dd Chief Building Inspector cc: Building Inspector ,Paradise Assessor File No. BUTTE COUNTY (For xtion 1, 2,3) Public Works Dept. (For Information J) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. ` D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S. I. Sub. & Pcl. Maps Perm its BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS Q SPECIAL INSPECTION` REPORT Owner: cid A P �►e l Address.:Aan Tenant:. 9 3,55H Building Location: C Type of Inspection requested: �a A.P. Date of Inspection' Inspector�e kl.,....: , GU� NQir'..� c� ` Housing- 2.'Finaneing l..l 3. Change of Occupancy to ' 4. Other (specify)In ,.'Present use of building: _ A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: - 4. Kitchen sink: 5. Hot and cold water to fixtures: .6. Heating'facilities:' 7. Natural light and ventilation: y B.. Room and space requirements: Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connectior-to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. .Comments• B. Structural 1. Piers and footings: 2. Floor construction: 3: Wall construction: 4. Ceiling and:roof construction: 5. Fireplaces: 6. Comments: C. Electrical. 1. Service and ground: 2. Receptac es• 3. Fusing: 4. Comments: a D. Plumb inA , 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4... Comments:. E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weatl?er protection: 5. Underfloor and attic ventilation: 6. Cormnents: F. Comercial Buildings 1. Roof covering: ' 2:" Distance to property lines: 3. Physically handicapped: 4. Resta-oom floors and walls: 5. Exits: 6. Improvements: 7. Zoning:_" 8. Correnent:i- G. Field Probl.rns or Viclatiovs 1. Problem o_ -!iolation (give complete. description):12- Y_%� GCP�' �i ry,.L �►�� .»�` _ .. Z067 - -A 2. What action taken { Ame complete description): .3. What acr_i._,n recmn'ended: %% A. 'Infomiation only - file. B. Hold for ten (10) days, then wri;-c: letter. C. FIri.te letter. /7D. Other: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c ntact the Building Inspector as indicated below. Date L ` - " —7 Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 510-R - OWNER PERM A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. � f Date /4 � M C1 / O � Inspector I cl �+ /n f-ns,PI REV 4/051 ' Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact "�the Building Inspector as indicated below. 1 o \\ �! 01 n v �pV_ -,/'�0- PE _ ti a .d' 3 Date Inspector— REV nspector REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES "3 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact "�the Building Inspector as indicated below. 1 o \\ �! 01 n v �pV_ -,/'�0- PE _ ti a .d' 3 Date Inspector— REV nspector REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordipances exist at the above address and should be corrected. Please call for re -inspection en correction of work is completed. If you have any questions pertaining to this matt or need additional explanation, please contact the Building Inspector as indicated below. r Date Inspector A REV 4/05 - Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r ACOUNTY OF BUTTE �.a BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 i 3 _ .CORRECTION NOTICE , OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist the above address and should be coFrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. -3 a -( Date n Inspector �Tl r l�/ �/1� /!// K'011</ REV 4/05 Phone # - 7 d FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 - 041-420-035 06-0694 V- DEADMOND, BUTCH } 0U77E AREI 3807 RUNAWAY RD, OROVILLE' r MOTES _c= I I CONT: DEADMOND BROS CONST I NSF(LIV, GAR, COV)_ �... r _ RES IDENTIAL' APN: Permit No. \ OFFICE COPY Address '7 I GAS �� Meter By Date 1 ELECTRIC Meter By Date SPECIAL CONDITIONS CHECKED BY �OOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED t �Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMrr CONDITIONS a SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE CG•9-91-1 Gc-FT See ��Y� �G I7c�✓�tf� ✓�Lyr� _7 DATE JOS FINALED- I�:� SIGNATURE: - _ iOwner. i Site Address: _ Contractor. I Type of Permit: t r ij .t r= OFFICE COPY Address '7 I GAS �� Meter By Date 1 ELECTRIC Meter By Date SPECIAL CONDITIONS CHECKED BY �OOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED t �Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMrr CONDITIONS a SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE CG•9-91-1 Gc-FT See ��Y� �G I7c�✓�tf� ✓�Lyr� _7 DATE JOS FINALED- I�:� SIGNATURE: - _ ij OFFICE COPY Address '7 I GAS �� Meter By Date 1 ELECTRIC Meter By Date SPECIAL CONDITIONS CHECKED BY �OOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED t �Q SPECIAL INSPECTION ITEMS Q VERIFY Q USE PERMrr CONDITIONS a SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE CG•9-91-1 Gc-FT See ��Y� �G I7c�✓�tf� ✓�Lyr� _7 DATE JOS FINALED- I�:� SIGNATURE: - _ = OK Not OK RESIDENTIAL (SIngle & Duplex) DATE JU NO -ER FLOOR n ling -Setbacks -Easements -Flood -Slope i F M n; Soils-Elec Grnd Ftg Opth rage; Soils-Steel-Elec Grnd Ftg Opth. uswall rches/Decks; Soils -Steel Ftg Opth alts Main; Steel-Blockouts-Wrapped s Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchrs 7 1 Steel Wrapped r$-Frplc FtgSteel WV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test i.l Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 penums & Ducts; Cirnc-MaterialSupport-Support 1�GiydersSAills-nchr BoltsJoists-Vnts-Cripples 1 cc & Vntltn 16_ Insulation b..�— ° DATE IFRAMING 1 rl Proper Materials & Anchrs 18�9V� s Studs -Nailing Spacing & Braces-PlatesSound L11yEaring Walls over Girders & fir Nailing Dt Stop in Walls (rat proof) 2 H Stops, Furred Ceilings -Stairs -Chasers -Tubs He ders & Beams-Sz & Bearing 2gers-Post Caps-Anchrs-Cnnctns 2 C>tlrng Joist Ties Purlin-Roof Brac-TrussShthg c Ties or Type A Flue-Frplc Throat Clmc Arc Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles Bdrm Wndws or Exiting DoorsSill�$.D+riSnsions X140 t — \ _ .28 Garage Fire Prtctn Framing -R annel 2�, "Line Firewall & Opngs 394A Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stirs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 3PA�6wd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs Siding -Nailing Veneer 34 SVdcco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc lazing Area -Glass Prtctn-Sl yLts-Plastic 36 S>6ar Walls; Nailing -Bolts race InUExt Wall pnls 38 Ins ultn-Walls-Cei lings 39 Infiltration-Walls-Wndws DATE JELEiCTRICAL 4 xfr & Tmsfrmr Clrnc4ns Prtctn e ptcls Spacing-Lts & Switches at Doors es & No Of Cndctrs Stapled Installed Close to Edge of Studs & CJ d made up w/Mech Fstnrs ng Electrode Bond Gas & Wtr pinc Cirrs in Ktchn & Cndctr �Sz Fleed Wire Sz —� ga L�CU Or 0AL AC�W ire Sz HPCU or Q AL ange Circga or ❑AL Oven Circ gaCU or F-1 AL Irl4lated Neutral EjYes ❑No 4D -Riser Cndctrs & Grnd Main Dscnnct EEqp Irncs pnls-Motors-Mech Eqp ths Closet Lt-Shwr LtSpa Lt %,mnok�e, Detector i A UArt IPLUMBING 5 r Htr; nt-Acc-Cmbstn Air Baffle 5 pe; Test & Anchr-Nail P n WV; Test Fittings & rtc 56 Shwr Pan; Test, First flr-Tub Acc 57 T .5t Tub & Shwr, 2nd flr-Tub•Acc as Pipe; Sz & Anchrs 59 Fire Sprinkler; Test f�OVard Gas Piping DATE ME HANICAL A ucts Insultn & Support Fan, Exhaust abv Insultn roace-Vent ensate Drain & Ovrflw, Sz & Grade Acc-Domb Air RtrnNenE 115 Outlet Acc & Pltfrm if Furnace in attic at, 0�. m DATE F 1 A L Steps -Door & SideLt Prtctn-Landings Smoke Detector 6XBrdoom ace Vnts-Cirnc-Comb, Air-Cnnctr arage; abv-flr-Ducts-Mech Prtctn Exiting 7 & Bath Fxtrs & Tub Acc-Spa Arc Fault E c Trim & Subpnl, Breaker Sts & Labels (TT'Jllttairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth ' 75 Elec Outlets at Wood Pnl, Int & Ext �"tchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc T-Elec Outlets & Rcptcls at Ktchn Counter i8<arage Fire Door, Swing -Landing -Closure 74"AC Duct in Garage -Damper 88' 1gtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3- drain 81-'P1;mb; Elec & Mech Eqp Listed for Loctn �c Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic gA-Girard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Dmge Planters Q Yes ❑ No 87 Stucco Brown -Finish 38"AC Unit Dscnnct, Elec-Plmb l�ts abv Roof, Plmb-Appinc-Frplc-Cirnc to Opngs 90 WW Well, Dscnnct, Elec, Plmb 9tf Ext Elec Trim, GFI Rcptcl-Undrgrnd �ntltn thru House 9�ass Prtctn ea orre ioFT from previous Inspctns as Tea'Meters Tagged, Gas-Elec 99 Wtr 8 Sewer Cnnctd-C/0 to grade -HD Apprvl 9�i���ergy Cmpinc Cert -Mer Certs 'Address Posted 99. Fire S inkier = OK = Nol nK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat Q or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected-t:/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation F 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S'C O V E R S`C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs-C nnctrs -S hthg Frmg-Brcng 5 Alum Awn; Columns-CnncfnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Stu ds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls ° 4. DATE IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel -C n nctns-Th ickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crclfig Eqp-Pool Ightg B6xes-Enclsrs=pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing Alarms 13 Bonding, Diving board or Slide _ c o'' 0c °'� 0`� Pool Drawing George Stuart 7202 Balcom Canyon Road Moorpark, CA 93021 Dear Mr. Stuart: August 26, 1982 RE:- Building Permit (AP 41-42-35) With reference to the above subject and the letter we wrote you dated July 28, 1982, requesting permits, you are correct and we were in error. The subject structure was on an adjacent parcel and did have the necessary permits. We wish to thank you for your cooperation and hope we did not inconvenience you* Yours very truly, Clay Castleberry Director of Public Works k' -S-1 Lloyd Smith LS:ds Supervising Building Inspector 4 File No. - - - - - BUTTE COUNTY. (ForOActic.rY,id?2,3) Public Works Dept. (For Information J) Director ' Dep. Dir. ' Sec. Rd. 8i Br. Mtci:.' Shop &Yards Bldg. Insp. Admin. DBC /Traffic ing Const. - Land Dev. ` Rd. Des. Drng. / S.I. Br. Des. Sub. & Pcl. Maps y Sur. & Loc. - - - - - Transp: _ R/W Mapp •j - ing Land Dev. ` Ref. Disp. Drng. / S.I. Sub. & Pcl. Maps y Permits - - - - - •j - INSULATION CERTIFICATE Job Number: 7850 1R.eadmond Brothers Runaway Rd., Butte Valley CA Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value)-. 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Knauf Minimum Installed Weight/ft .569 lb Minimum Thickness: 13 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 38 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Thickness (inches): 6 114 B. Exterior Foam Sheathing Material: Thickness (inches): 4. RAISED FLOOR Material: Fiberglass Thickness (inches): 61/4 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth Inches: FOUNDATION WALL Material: Thickness (inches): Brand Name: Knauf Thermal Resistance (R -Value): 19 Brand Name: Thermal Resistance (R -Value): Brand Name: Knauf Thermal Resistance (R -Value): 1.9 Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2,3&4,'0' Chico Insulation & Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner McClelland Job # Date: 3/15/07 ECS Job #: 07137 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 1 of 8) CF -4R Project Address . 3807 Runaway Road, Butte Valley, Ca. Builder or Installer Name McClelland Heating and Air Builder or Installer Contact Telephone McClelland Heating and Air (530) 891-6202 Plan/Permit (Additions or Alterations) Number HERS Rater Telephone Mery Martin (530) 894-8466 Sample Group Number Values -Compliance Method (Prescriptive) Climate Zone 11 Certifying Signature Inl - /�' Digitally signed by Mervyn Martin Date Date: 2007.03.15 13:14:17 -07'00' Sample House Number Firm Energy Calculation Services HERS Provider CHEERS Street Address: 574 Manzanita Avenue, Suite 9 City/State/Zip: Chico, Ca. 95926 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT . The house was: ✓ m Tested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked ✓ on this form. The HERS rater must check and verify that the new distribution system is fully ducted and correct tape is used before a CF -4R may be released on every tested building. The HERS rater must not release the CF -4R until a properly completed and signed CF -6R has been received for the sample and tested buildings. © The installer has provided a copy of CF -6R (Installation Certificate). © New ducts are fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts). O New ducts with cloth backed, rubber adhesive duct tape is installed, mastic and draw bands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections.). ✓ © MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Procedures for field verification and diagnostic testing of air distribution systems are available in RACM, Appendix RC4.3 Duct Diagnostic Leakage Testing Results NEW CONSTRUCTION: Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 Enter Tested Leakage Flow in CFM: 66 2 Fan Flow: Calculated (Nominal: ✓ m Cooling ✓ ❑ Heating) or ✓ ❑ Measured Enter Total Fan Flow in CFM: 1,400 ✓ ✓ 3 Pass if Leakage Percentage < 6% [ 100 x LaQ (Line # 1) / 1.400(Line # 2)11 4.71 ® Pass ❑ Fail ALTERATIONS: Duct System and/or HVAC Equipment Change -Out Enter Tested Leakage Flow in CFM from CF -6R: Pre -Test of Existing Duct System Prior to 4 Duct System Alteration and/or Equipment Change -Out. Enter Tested Leakage Flow in CFM: Final Test of New Duct System or Altered Duct System 5 for Duct System Alteration and/or Equipment Chana-Out. Enter Reduction in Leakage for Altered Duct System r Line # 4) Minus (Line # 5)] 6 (Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only if Applicable) ✓ �/ Entire New Duct System - Pass if Leakage Percentage < 6% 8 100 x Line # 5 / 1.400 Line # 2 ❑Pass ❑Fail TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out ✓ Use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage < 15% [100 x `_(Line # 5) / 1,400 (Line # 2)]] ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage < 10% [100 x r(Line # 7) / 1,400 (Line # 2)]] ❑ Pass ❑ Fail Pass if Leakage Reduction Percentage > 60% [100 x (Line # 6) / (Line # 4)]] 11 and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if One of Lines # 9 through # 12 pass ❑ Pass ❑ Fail Residential Compliance Forms December 2005 Date: 3/15/07 ECS d 07137 CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 3 of 8) CF -4R Project Address 3807 Runaway Road, Butte Valley, Ca. Builder Name McClelland Heating and Air Builder Contact Telephone McClelland Heating and Air (530)891 _6202 Plan Number HERS Rater Telephone Mery Martin (530) 894-8466 Sample Group Number Date of Verification Compliance Method (Prescriptive) Climate Zone 11 Certifying Signature�/Ia Dgita�ysgnaabyMe ynMamn Date f (/(g�.✓/ n 2n ,SDate: 2007.03.15 13:14:10 - h ! 07'00' Sample House Number Firm Energy Calculation Services HERS Provider CHEERS Street Address: 574 Manzanita Avenue, Suite 9 City/State/Zip: Chico, Ca. 95926 Copies to: BUILDER, HERS PROVIDER AND BUILDING DEPARTMENT HERS RATER COMPLIANCE STATEMENT The house was: ✓0 Tested ✓ ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the house identified on this form complies with the diagnostic tested compliance requirements as checked on this form. ✓ 0 The installer has provided a copy of CF -6R (Installation Certificate). ✓ D THERMOSTATIC EXPANSION VALVE (TXV) Procedures for field verification of thermostatic expansion valves are available in RACM, Appendix RI. ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location Outdoor Unit Make Outdoor Unit Model Cooling Capacity Access is provided for inspection. The procedure shall consist of Date of Verification ✓ 0 Yes ❑ No visual verification that the TXV is installed on the system and ❑ installation of the specific equipment shall be verified. Yes is a pass Pass Fail ✓ ❑ REFRIGERANT CHARGE MEASUREMENT Verification for Required Refrigerant Charge for Split System Space Cooling Systems without Thermostatic Expansion Valves Outdoor Unit Serial # Location Outdoor Unit Make Outdoor Unit Model Cooling Capacity Btu/hr Date of Verification Date of Refrigerant Gauge Calibration (must be checked monthly) Date of Thermocouple Calibration (must be checked monthly) Standard Charge Measurement (outdoor air dry-bulb 55 °F and above): Note: The system should be installed and charged in accordance with the manufacturer's specifications and installer verification shall be documented on CF -6R before starting this procedure. If outdoor air dry-bulb is below 55 °F rater shall use the Alternative Charge Measure Procedure Procedures for Determining Refrigerant Charge using the Standard Method are available in RACM, Appendix RD2. ✓ ❑ Yes ❑ No A copy of CF -6R (Installation Certificate) has been provided with refrigerant charge measurement documented. Residential Compliance Forms April 2005 Date: 3/15/07 ECSA 07137 INSTALLATION CERTIFICATE (Page 3 of 12) CF -6R Site Address Permit Number 3807 Runaway Road, Butte Valley, Ca. An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(a). HVAC SYSTEMS: Heating Equipment Equip Type (pkg. heat um CEC Certified Mfr. Name and Model Number # of Identical S stems>_CF-1 EfficiencyI (AFUE, etc.) R value) Duct Location attic, etc. Duct or Piping R -value Heating Load Btu/hr Heating Capacity Btu/hr Furnace Trane TUD1 B080A 1 80 Attic 4.2 42000 Cooling Equipment Equip Type (pkg. heat um CEC Certified Mfr. Name and Model Number # of Identical Systems Efficiency 1 (SEER or EER) ZCF-IR value) Duct Location attic, etc. Duct R -value Cooling Load Btu/hr Cooling Capacity Btu/hr AC Split Trane 2TTB3042 1 13 Attic 4.2 42000 1. > symbol reads greater than or equal to 1vha1 is indicated on the CF -IR value. Include both SEER and EER if compliance credit for high EER air conditioner is claimed. ✓ DI I, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Signature: Date: 343'Q Copies to: BUILDING DEPARTMENT, HERS RATER (IF APPLICABLE) BUILDING OWNER AT OCCUPANCY Residential Compliance Forms April 2005 BUTTE COUNTY -DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060694 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 06/08/2006 APN: 041-420-035-000 the Business and Professions Code, and my license is in full force and License Class: License Number: '� 1 9 Site Address: 3807 RUNAWAY RD BTV / Date: o ' 'Contractor:Y� aw/11 t0�/"�1 a S Map Index: Description: NSF (1939) GAR (402) COV (408) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: STUART GEORGE C (DEC'D) FAMILY permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a TRUST signed statement that he or she is licensed pursuant to the provisions of STUART GEORGE R TRUSTEE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 6107 SPRINGS BLVD she is exempt therefrom and the basis for the alleged exemption. Any CRYSTAL LAKE, IL 60012 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: DEADMOND BROTHERS CONSTRUCTION owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 14905 WOODLAND PARK DR proving that he or she did not build or improve for the purpose of 95942 sale.). 530-519-9917 ❑ I, as owner of the property, am exclusively contracting with licensed. contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: DEADMOND BROTHERS CONSTRUCTION ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 14905 WOODLAND PARK DR 95942 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-519-9917 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 519199 Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: /� biB 2�� (3 Carrier: v✓r'A-� Policy #: IK, ❑ 1 certify that in the performance of the work for which this permit is Total Square Ft: 2530 S.F. issued, I shall not employ any person in any manner so as to Valuation: $125,516.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the labor Code, I shall forthwith comply with those) provisions. Date: Applicant: WARNING: Failure to secure workers' 'compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost ofy.��� ///; gD compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Amuntx 1 S, CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the R olutiorh to do work indic a above for which fees have been paid. ' performance of the work for which this permit is issued (Sec 3097 Civ.) —�) Name: B Date: v PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. e ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have -read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offic orm or document of utte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. � 0 Print Name: Signature: Date: Owner (� Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 11/710 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PT.F.ACTi. PRINT 50 CONTRACTOR OWN R INFORMATION Last Name Address 17--)1 \ first Address G City Fax Stale if Zi Phone 5;m- p+,— l/.� Fax E-mail Date Approved: CONTRACTOR Name, 5 Address 17--)1 \ City StatA Zi -3 PhonQt,\ p`.c� Ql Fax E-mail Lic. #5lo1lo9 Class t6i APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address,6ao Va T City Zipa� St4P Zip 9's— a �C/"d Phone L Fax E-mail Page State License Number APPLICANT INFORMATION Name Address City State Zipa� I es I No 1J Phoned 1 Fax E-mail APPLICANT SIGNATURE X Z2 "Iz z _/ z" 2 For office use on Zoning M�A AP# IFlood Zone I M I SRA I es I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BdP�. S escription or Scope of Work: .b D Sq FT- Living Garage a. -Open Cov qoj ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received Receipt #: �V40�'j �% Date: �) -;rl t;6 Amount: q3l'R-90 Bldg SRA LQ D-1 Sheriff SMIP Other / ` r Total 1<•\Fr1RMC\RI m nim(-, Fr)PhAC\RlrinAnnl.iihRnmtc tint. Paoe 1 of 2 REV 8-12-05 PROJECT LOCATION AP# Property Address City (t Q Cross Street l L WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address S escription or Scope of Work: .b D Sq FT- Living Garage a. -Open Cov qoj ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received Receipt #: �V40�'j �% Date: �) -;rl t;6 Amount: q3l'R-90 Bldg SRA LQ D-1 Sheriff SMIP Other / ` r Total 1<•\Fr1RMC\RI m nim(-, Fr)PhAC\RlrinAnnl.iihRnmtc tint. Paoe 1 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form . ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). 117. Worker's Compensation Carder and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:ASSESSOR PARCEL NUMBER G Proposed Building Use: �7 Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. -} Flood Elevation Certificate, wet -stamped and signed, in duplicate.-- 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Retraining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) r t�' 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ i 18 Erosion Control Plan Required........................................................................ •�Fees as shown on the attached Schedule of Fees Due Sheet .............................. . . ❑ City of Chico Plumbing permit........................................................................ ❑ r 21. Site plan and business license approval from the�ity of Biggs.........., :........:...... ,. California Department of Forest Ian approval❑ paid. Sent 23. Planningapproval for A User B Parking: C Par el Weck: 2 - O 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 101,4 27. Encroachment Permit for driveway from the Public Works Dept ........................... El 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization.................................................................... d 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued have been informed of the above items and requjjTments for obtaining a building permit. Applicant: s" e° ,i0 Date: / T A 1. Index pemf apph atiiinor the bove item,, b�red'""'�VPlan Check Leer ti 2. Additional items required �_ S Contractor, designer her, as advised of the above data by phone, ❑ mail, ❑counter, Date: �4� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:j\ Contractor, designer, owyer, was dvised of the abop qata by ❑ phone, ❑ mail, ❑ cou r, Date: Plans reviewed by: Date: Bb Plans approved by: Date: Structural reviewed by: Date: Structural approved b . Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 E.H. Plot Plan Attached Floor Plan Atte h d Sent to BD/DS TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance e_ Aq-6 /7") d 1I?t-,IAJ Q -60-J ICAO -.06 Owner Location AP# Plan Approved for: Sewage Disposal: `� Water Supply: Public Private Well Clearance for ✓ dwelling. Other Hold final for: Final cleara�l NOTE: O.K. for: Environmental Health Splist ate Building Clearance 9/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner DEADMOND, BUTCH APN No: 41-420-035 Application Date 3/27/2006 Permit No: BP 060694 Permit Type: NSF 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION PlanCheck ortion of Permit Fee $1,141.88 $1,712.82 Balance of Building Permit Fee 2 FEMAes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 _ - $204.98 (State Respo sibility Areal Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,141.88 RECEIPT 1 - gATE T ch,/,A t Cv $1,141 88 `1 ��SU( 7�/•,�L FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT >idlQi.�.� 4 Balance of Building Permit Fees (from No. 1 above) W 5 d;,5 1115 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) • 7 Other*: S R A: Mr—T.9--.971, 7a Other*: 'F€MA. j . 1.23.,v'- 6n -A nf� • 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 2/14/05 MFD County 1 4096.87 3071.14 a MH 3117.43] _Q Chico Urban Area 5372.09 3995.45 4889.56 -� J � EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan sq 1j .q I p� SR -1, SR -3, SR-1/PD 7938.531 6757.081 R-1 8031.53 0.0 6858 7633.49 7726.49 ° R-2 7541.531 6360.081 7236.49 6Zh/A R-3 6780.531 5599.081 6475.49 A st Processing Fee is automatically added to impact fee total 1 $100.00 $4,196.87 9 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200,00 Kourtni DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek 772 Little Chico Creek $8,069 $8,792 ]���� (D 4 ��fl � � 773 Big Chico Creek New $6,596 I (� rj , (� O construction, vacant 774 Lindo Channel $8,139 land, on 1 acre or less - 775 SUDAD Ditch $6,975 Enter 1 or less acre value 776 Mud -Sycamore Creek $6,070 RECEIPT DATE Tech/Asst 777 PV Ditch $8,603 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES' Durham 070V )�t\I/��i-� I j. , to- 12a RECREATION DISTRICT FEES* Durham l 1�+ cSi - At the time of permit application, I was advised the above are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: �/ Pursuant to Government code Section 6602 are hereby notified those Items followed by an "" may have been impo d on yo roject. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 " BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 . t t www.buftecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner DEADMOND, BUTCH APN No: 41-420-035 Application Date 3/27/2006 Permit No: BP 060694 Permit Type: NSF 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,854.70 Plan Check portion of Permit Fee $1,141.88 $1,712.82 Balance of Building Permit Fee 2 FEMA Res Flood Elevation Review $109.98 $109.983 SRA* Yes Fire Plan Check -Non-Refundable $95.00 95.00 �()� (State Responsibility Area) Building Inspection $109.98 $109.98 - $204.98, NON-REFUNDABLE portion of fees due at application $1,346.86 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,456.84 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $5,924.06 $1,712.82 $14.37 SIJ 4 5 6 7 7a 8 Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDENTIAL* Applications After 2/14/05 Per Dwelling SFD ,cF Per DwellingPer MFD Dwelling MH County 1 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan 770 Butte Creek $7,736 12 SCHOOL DISTRICT FEES* Durham 070 12a RECREATION DISTRICT FEES* Durham At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 SR -1, SR -3, SR-1/PD 7938.53 6757.08 7633.49 �c R-1 8031.53 6850.08 7726.49 t� ti° R-2 7541.53 6360.08 7236.49 R-3 6780.53 5599.08 6475.49 RECEIPT DATE Tech/Asst $4,196.87 V Processing Fee is automatically added to impact fee total 1 $100.00 WATER TENDER FEE )Not collected when impact Fees Applicable) Enter Bat.# $200,00 9 Kourtni DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek $8,069 772 Little Chico Creek $8,792 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value RECEIPT DATE Tech/Asst 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works 1oa Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $652 Maximum 11 Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $130 At time of building permit 11a $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Durham 070 12a RECREATION DISTRICT FEES* Durham At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 Butte County o$,vr/r 0 _Departmentoi.DevelopynentSelvlces 7 County Center Drive ;.: , "�:;: o Oroville, CA 95965, _.. ti. C (530) 538-7601 Telephone C. - y ° (530) 538-7785 Facsimile OUR' BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I ant required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained 9 I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. ' Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name* APN: Building site address: Permit No.: I have read, understood and acc ' t the terms and conditions as expressed herein as indicated by my submission of the above-referenc d ilding permit application and my signature below: SIGNATURTOF APPLI ANT DATE K:Form/BldePermihvithoutClearances020705 �Q PSTMEN-r 6VTT� o {`°�-- t C \\ C °&\\ Department of Public Works o �� C o u m y o f B u t t e ;�J. Michael Crump, LAND DEVELOPMENT DIVISION p / Storm Water Management Program �' Director 7 County Center Drive Oroville, CA 95965 Av@�/��p (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: NSA Project Location and/or Parcel Number: ail-�a��G By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. n /V? Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 March 9, 2006 DEADMOND BROS. INC. 14905 Woodland Park Drive Forest Ranch, CA. 95942 Letter of signature, Authorization Re: A.P.# o14 � ma=d ' 036 To whom it may concern: Dave Wasney, Jr. is hereby authorized to sign all documents related/required to apply and obtain building permits for the above listed parcel. Thank you in advance for your cooperation, G.W. Deadmond BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District (� �r h� p Building Depa t No. A.P. Number l l y1 -19() -ME) Jurisdiction: = City County Property Owner t LSI r ■ r. ,n d Property Location/Address Ain a waki Rm d.t (-o\jl I l e (N I Subdivision Lot No. Residential DevelopmentEh ........................................................................................ Q Q `•. Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # '• :.................................................................................. *(No foundation inspection�.... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 New Addition District Identification No. /,{{/2/Zzt��,` School District certifies that A A (Street Sq. Footage (Including Exterior Roofed Areas) nG- Date (Applicant) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. Q Y by payment of $ 1f square feet. District Paid by Check # ` Remarks: 2926 L MITIGATION G., Notice: You may protest the Imposition of the fees Identified above by submWng a written proteat.to the District, In compHana with Government Cods Section 66020(a), within 90 days from the date fees are paid. FaHure to submit a timely wrilbn protest vA prohibit you from challenging the Imposition of the fees In any couR action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Distild is notified by the applicable Local Planning Agency that this project Is being reviewed under the CafHornis Environmental Gua ft Act (CEOA), this project may be subject to additional school fees to /Wiy nftlate Re Nnpaet on the school distrWs schools. White (school district), Yellow (building department), Pink (applicant). f eform,ds (305Wm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 V4RADISE RECREATION AND PARK DISTRICT (PRPD) DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 011 -9,2 -0 - Building Permit Number Q czn Cna i Property Owner (s) 1 g o1 cA ()n D , io l tcn Project Location /Address Rm ing �bad rah 1'P 1 C Subdivision Name Assessable Sq. Ftge Q Type of Residential Development (check one) New -Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Department Rekkr entative Date ❑ FRRPD 0 CARD ❑ PRPD X DUD certifies that: Applicant Name Phone Number 114 q n c� wno d (_a- Ald Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. 01 by Payment of: Dwelling Units @ $ per unit for a total of $ /(06() Square Feet @ $ I y r' per sq foot for a total of $ 2 L-10 • (0 o Remarks: Paid by Check No: Paid by Cash: Receipt No: Z q 7 Recreation and Park District Representative Date ti. ANS WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 6 -Jun -2006 2006-0028798 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-5 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: Date J_r., PROPERTY O ERS: Deadmond Breother Construction Inc. - a Califorp-ia co oration G.W. Deadmond, Secretary State of California County of OnS - I % - D (o before me, ef- � � V"� U personally appeared,, �-) . 0_eoa otw, )h c/ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(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 i t�t. WITNESS my hand d offi ' sea Signet Seal: A.P. C)3S a -d wwwwr DENISE M. PRICE COMM. / 1633479 g Ll .9. NOTARY FLOUGCALIFORNIA COUNIYOF OUTTE &b&333 COMM Expires Jan. 24, 2010 d T T :,EO t D .a T ReW Order Number: 0401-2275557 Page Number: 5 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: BEING A PORTION OF THE WEST HALF OF SECTION 22, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE WEST LINE OF SAID SECTION SOUTH 00 DEG. 44' 10" WEST, 334.23 FEET; THENCE NORTH 89 DEG. 35' 40" EAST, 1247.22 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 18 DEG. 11' 42" EAST, 191.48 FEET; THENCE NORTH 89 DEG. 52' 57" EAST, 701.73 FEET TO A POINT IN THE WESTERLY LINE OF CLARK ROAD; THENCE ALONG SAID WESTERLY LINE SOUTH 19 DEG. 02' EAST TO THE SOUTHEAST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE DEED FROM CARL E. HOUGHTON AND NONIE HOUGHTON TO OZELLA ROACH, RECORDED FEBRUARY 14, 1966, IN BOOK 1414, PAGE 4, OFFICIAL RECORDS; THENCE ALONG THE SOUTH LINE OF SAID ROACH PARCEL SOUTH 89 DEG. 35'40" WEST 700.00 FEET TO THE POINT OF BEGINNING. APN : 041-420-035-000 . Mid Valley rtle & Escrow Company SITE PLAN REVIEW APPLICATION Date: 1 AP# Permit Number (if applicable) q Bin Number Owners Name: Owners Address: Parcel Size: Telephone No.: Site Address: Proposed Use: e idential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family �cXf/ - V�)_D - p3.5" Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel 1u. e_�) q3 -J,22 Other Septic ❑ Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Other:_ Brief Explanation/Issue: DEVELOPMENT SER PICES INFORMATION (For Staff Use Zone: GP: to Approved ❑ Conditi ally A rov d ❑ Resolve Problems Prior to Approval ❑Resolved 2� By Dated2- ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑. Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑, Cohasset Area Use Requires: ❑ 'Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan: rF lc— Applicable Building Setbacks: ❑ Setbacks identified on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2t), Side Side Street Rear to, 30 Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: n Parcel Created By: E . Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: t (a Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: 1 `172 — ( K 73 6:S,c--E- Ulm Parcel Deemed to be legal Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ❑ Subdivision ME/Parcel Map: Map Date of Recording: Lot: Book: Page: 2006-0028798 AN WHEN RECORDED Ni - c TO: Recorded I REC FEE BUTTE COUNTY BUILDING DIVISION Official Records 1 10.00 7 COUNTY CENTER DRIVE Count of I COF+IES 2.50 OROVILLE, CA 95965 11utLe I CONFORMED COPY 1.00 emm J. Was I County Clerk-Recorderl I DD 09:53R>'! 06 -Jun -2006 1 Page 1 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: Date_8 17 06 PROPERTY O ERS: Deadmond Breother Construction Inc. a Califor a corporation G.W. Deadmond, Secretary State of California ) County of On 1 _7 - D (o before me, personally appeared C,. W - Q-4eo-ckw, t)ti �/ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signs ure(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the i ment. WITNESS my handed offi ' seq _ Signature- C/ — Seal: A.P.# ©yl - N 9-0-03S z•d DENISE M. PRICE COMM. f 1633479 MW y PtJe1IGCALIFORNIA ' COUMY OF 8UTIT 16Com• t><ptres ls». 24, 2010 d11:60 *'0 21 ReW Order Number: 0401--2275557 Page Number: 5 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: BEING A PORTION OF THE WEST HALF OF SECTION 22, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 22; THENCE ALONG THE WEST LINE OF SAID SECTION SOUTH 00 DEG. 44' 10" WEST, 334.23 FEET; THENCE NORTH 89 DEG. 35'40" EAST, 1247.22 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 18 DEG. 11' 42" EAST, 191.48 FEET; THENCE NORTH 89 DEG. 52' 57" EAST, 701.73 FEET TO A POINT IN THE WESTERLY LINE OF CLARK ROAD; THENCE ALONG SAID WESTERLY LINE SOUTH 19 DEG. 02' EAST TO THE SOUTHEAST CORNER OF THE PARCEL OF LAND DESCRIBED IN THE DEED FROM CARL E. HOUGHTON AND NONIE HOUGHTON TO OZELLA ROACH, RECORDED FEBRUARY 14, 1966, IN BOOK 1414, PAGE 4, OFFICIAL RECORDS; THENCE ALONG THE SOUTH LINE OF SAID ROACH PARCEL SOUTH 89 DEG. 35'40" WEST 700.00 FEET TO THE POINT OF BEGINNING. APN: 041-420-035-000 Mid Valley Title & Escrow Company 10 CONSTRUCTION FRRMING S P E C I R I 1 -S T S CFS '792 Durham Dayton Highway Durham, CA 95938 Phone: 530-342-5844 Fax: 530-342-5845 Email: dstUDIdschico.com Engineer: Truswal Systems 800-322-4045 Approved Inspection Agency: CONTINENTAL: 916-718-5217 P.O. Box'785 Lodi, Ca 95241 Wet Seal Project: Runaway Customer: Butch Deadmond Address: Butte Valley Butte County Date: 7117106 Submittal Set 6, 06gy YVILDiNG PPRC)D Copy 0Ha R��i o _ 93 REt-J.� .0 CA�\F� STANDARD DETAIL Oct 6-5-q2 REY 1 -II -19 5JM r TRL)55.5LOCKIN6 AND BRACING LOCATION; AT BEARING YVALLS POR CANTILEVER, 5TU6, 0R INTERIOR, CONDITION, FOR TRU55. SUPPORT ONLY; NO SHEAR TRANSFFR ALLOWED. ITEM #1 2x4 DFL 5TANDARD CONTINUOUS LATERAL BRAGIN6, r> A 2-lod KAIL5 TVP, J y A USAGE CONTROLS TR& DEPTH ISM DEPTH LE55 THAN 24° ITEM #3 ONLY 24" AND 6REATER— > ITEM5 #I, 2, 3 lt ITEM #2 PAIR Of DIA60NAL BRACIN6 AT 20'-0° O.C. MAX, 2x4 DFL 5TD, LUMBER. ROdF SHEATHING 30 ° TO 45 ° (APPRO)0 —�aRIN6 WA1.1:. ITEM #3 2x BLOGKIN6, MATCH 130TTOM CHORD DEPTH, CONTINUOS LATERAL BRACING, ALT, 6RAGIN6 LOCATION, TUB LENGTH DIA60NAL BRACING. — TRJ55 WEB AT SUPPORT, 'WEB MUST BE WITHIN 45 ° OF VERTICAL. 2x BLOGKIN6 ` BE=ARIN6 MALL. 5ECTIoN A -A :2-& "L iYP. yDHa Rcti�T x 57ANpARI�) 17)E7AIL 5 10-26-90 JDE Ora 6 3- REV 6.-25-00 5JM WEB BRACING OETAIL5 CONDITION #It RESTRAINT OF LATERAL BRAGIN6 CONDITION #2; "T" BRACE INSTALLATION �F CA�1F� FOR WEBS REQUIRING TWO WEB MEMBER REQUIRE -5 GONTINUOU5 LATERAL USE 51MILAR BRACING AT MID -LENGTH, BRACES, Dpi AIL AT I!3 AND 2C3 OF }NOTATION SHOW ON TPU55 HEB LENGTH.—\ bRAWIN6 ry Ll (SECTIONS SHOWN BELO4 CONDITION #I: WHEN TRI.65 LAYOUT PROVIDES 5 OR MORE SIMILAR . AD.IAGENT TRUSSES, PLACE GONTIN000S LATERAL BRACIN6 AND USE DIA60NAL BRA6IN6. FOR RE5TRA)Nr PER DETAILS BELOW. C./G I l..l N.W CONDITION 02: WHEN TR JS5 LAYOUT DOES NOT PROVIDE 5 OR MORE 51MILAR ADJACENT TRU55E5, USE "T" BRAGS ON EACH WEB REQUIRING BRACING PER BRACE 0ETA IL5, LENGTH MIN, q0� OF WEB NOTE: LENSTH; 1. "T" BRACE TO BE OF THE SAME MATERIAL A5 THE TRU55 HE5BIN6. 2. "T" BRACE 15 TO BE A ATTACHED WITH lOd COMMON OR BOX NAILS AT 5" D.G. BRAGIN6 MEMBER: Ix4 MIN. CONTINUOUS LATERAL BRAGIN6 AS REQUIRED BY EN61NC-EPZD rRUSS DRAWIN65. ZSTiWT R K4 MIN. DIA60NAL 3RACIN6 NAILW TO FAR ,IDE OF LATERALLY (RACED WEB, PLACE AT NO OF LAYOUT. AND AT ,PPROX, 20 FT. INTERVALS. TRU55 �CB Al "T" BRACE LECTION A4 s-- --' --- - GABLE E�-!D DETA.ILS LUMBER SPECIFICATIONS; SHEATHING ON ONE FACE REQ. 2X4 #2 OF -L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING 70 MPH WINO LOADING CUTOUT FOR 2X4 CUTOUI FOR 2X4 "OFF STUD" 'Otd STUD' a FOR CABLE ASSEMBLYGREATER THAN 5-10" IN HEIGHT SEE CE -2. — — 7 ADD-ON SAME SIZE AND GRADE AS TOP CHORD Y411H 16d NAILS AT' 12- O.C. 1 ADD ON SPLICE TO OCCUR VARIES AT PANEL POINTS WITH A 3-5 CLUSTERS 2-16d NAILS (�� HORIZ, VENT MEMBERS OUTLOOKER DETAILS I NOT REOUIRED tf� r w � ¢ a � o L0 N I. 3- 5 -FULL BEARING WALL 0 I� UP TO 24" O.C. BEVEL, CABLE END FRAME 1.5-3 ONE SIDE AND (2) 14 GA 2" STAPLES ON OTHER SIDE OR (5) 2" 16 Gv. STAPLES 2X4 DIAGONAL BRACE -AT CENTERLINE OR AT 16'-0- O.C. MINIMUM 8RACING DETAILS - SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PAGE ARE SUGGESTIONS ONLY AND ARE NOT TO BE UTILIZEC WITH OVT THE BUILDING DESIGNERS APPROVAL. 12 — 1 VARIES �` ` Ejcp �2ilii' l302 /* 3-5 MIN. OR §E �ME1E J PLATE AS ON Sp OPTIONAL CANTILEVER UP TO 48" WITH STUD` @ WALL UP TO -.24:" NO CHANGE SEE OUTL00KER DETAIL GABLE END FR 16d AT 24" O.C. SEE TPI HIB -91 FOR OTHER BRACING RECOMMENDATIONS 2. - 16d NAILS DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C_ TRUSS 45 DEC. SECTION' A i o /,a, c .1Pvy�. 4L 5932 -TI �` ` Ejcp �2ilii' l302 /* 3-5 MIN. OR §E �ME1E J PLATE AS ON Sp OPTIONAL CANTILEVER UP TO 48" WITH STUD` @ WALL UP TO -.24:" NO CHANGE SEE OUTL00KER DETAIL GABLE END FR 16d AT 24" O.C. SEE TPI HIB -91 FOR OTHER BRACING RECOMMENDATIONS 2. - 16d NAILS DIAGONAL BRACE AT CENTERLINE OR AT 16'-0" O.C_ TRUSS 45 DEC. SECTION' A Optional vent 3-4 GENERAL GABLE DETAILS'FOR WIND LOAD BRACING opening per design drawing. % Mak 12" eave unless noted on drawing. Pitch per design i I I 3-9 drawing. !� Gable End Truss Solid bla..for nailing of V.. attached to shear. truss each end, S=? -4 C 2 4 Connector plates shown are for example only. See aclual truss design for required plate sizes and orientation. Structural gable trusses will generally have diagonal and vertical members other that those shown above. Adequate staples may be used, and should be used to avoid any overlap with primary structural plates. Gable truss is continuous bearing except as may be noted on individual design drawings END (FACE) VIEW Brace Interval as Specified on the approved engnineering drarring. Typical Zx_ strongbacK Truss spacings per designs. (whaler) brace along back (24" max) face of gable, braced with 6 + or - 45 degree diagonal 2x_ (typ.) braced to roof . ' `-` -:. - .t _ _. _ _ .. - . . sheathing as shown. WALL/ BEARING SUPPORT +1 Indicates stud members that require bracing! SIDE VIEW Kt(iULAR GABLE END TRUSS REQUIREMENTS 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSIrTPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE THE UD LIMIT OF 50 FOR COMPRESSION MEMBERS AND USE 80% OF THE LENGTH (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL MAY BE 7'-9-'). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEET.ROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY. BE..PLACED.ON ONE OR BOTH FACES OF A=REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR r DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. ADDITIONAL STRUCTURAL GABLE TRUSS REQUIREMENTS 7) ALL ITEMS 1-0 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS" APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN #5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE #1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING. INTERVAL- SEE.REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BECONTINUOUS BEARING, AND.IS,.APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL.DESIGN DRAWING ONLY. 2X NOTCHES CUT INTO TOP CHORDS NOTCHING FOR OUTLO0KERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED IN©I.VID.UAC, ' . DESIGNS. DETAIL 15 PROVIDED AS A SUGGESTED 5707ION'TO THE APPLICATION SHOWN ONLY- IT ISNOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAI 111111MIM I III illiiiiill!!l . F (D DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. ITIS_ IL THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL ZIN 3 IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTEK APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSULITV FOR FIELD INSPECTION OR WORICMANSHIp nI IAS Iry QRO SS/0 0 41 4t C7 S N. C Mw E 1 1/0 z * Sa DATE: 3/10/02 S� CIVIL\� REF: GB -1 CFCALIF��. - + DES: L. M. t PEAK PLATE: 3-4 12x4) 5-5 12x6) 6-6 (2x8) MAXIMUM 1'-0- EAVE WITH BLOCKS @ 32'o.c. OR 21-0' EAVE, 6'-0' MAXIMUM BRACE SPACING MAXIMUM, WITH 4x2 #2 -OR BTR. j OUTLOOKERS CUT INTO GABLE @ II I 32'o.c. 2x4 BRACE 2x4 #2 MINIMUM CONTINUOUS )1 - STRONGBACK BRACED TO ROOF II STRUCTURE AT 6'-0' MAXIMUM. - I� STRONGBACK AT: .2x4 STRONGBACK BRACED 4'=10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 1.5-3, TYPICAL 4'-1.5'CLEARSPAN, BO MPH CONNE&ION MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. jWALL:BRACING.PER BUILD ''`DESIGNER. HEEL PLATE: 3-4 (2x4): 5-5 (2x6)' 6 6 12X8), BC SPLICE: 3-4 (2x4) I I 2x4 CONTINUOUS 5-6 (2x8) -BACKING CONTINUOUS BEARING WALL 6-8 (2xB) ' WITH 16d NAILS -AT 24' o.c. A TO THE WALL -:PLATE. SECTION A MAXIMUM 40 PSF LIVE LOAD. DO MPH WIND!EXPOSURE C, LESS THAN 20'-O' WALL HEIGHT. Q IoFESS�J Q�oyV. ma .� No- C: jr- Exp. 121 1 CING DETAILS 1 l.b GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) 2x4 SOLID. BLOCK WITH 3-16d. NAILS GABLE STUD SHEATHING TO GABLE EA. END AND Fid NAILS FROM SHEATHING Bd AT B' D.C. TRUSS, 8d AT B' o.o. TO BLOCK AT B'o.c.IL / 18d AT 24' o.a. . 2-1 Bd 1 tSd 1 Y." NOTCH 32" n.o. AT 90LW BLOCK:..... (I WITH 2-16d TOE 24"o.c. 2x4 BRACE 2-18d NAILED EA—END". '2-16d WITH 4-J0d NAILS 1\'2j�`��1� srnCINO. OArE - C t" WARNING Read 'all notes on this sheat and give a copy of It to the Erecting Contractor_ U910 CONTINUOUS ZI11 /99 'e••e^ a '" ^^ •^+Iw nu+l ominmp oompononl.* b bas peon ossa, on apucrncatrons prwiood by Iho coenpornni manufu twer and done In ®� Accardanca wN+ Ins currant -Lunn. al TPI and AFPA da.tgn slandnrda. No respurlalb Alty La —mod lor'dlmomlonal accuracy. otm. pta •re to I,- -0-1 Ur Inn c pttnenn mnnnfnchlror nnd.'nr bu tou+o do Unor pdor to I8b,ICAliOn Tho bulldlnd dosi0ner sh n a.:conAln IhEI the loads Impuaud by mo local buildmo code. 11 Is es.umed that Ilia lop chold.lo laterally brawl by ua ^.,o a^u me oglom chord h uterauy bracao by. a.nprd sh—thmg nu 1-1, d.oclly allacJtod..unleu olh—m- notal Breonp .. .. .r,•,«^ Wr I.Io•a wypon of cumponenla monlbera ally to IodliW bucAlmOlenp111. This Component shall not ba placed M arty envu nnrnanl hull JI cAuse the I�Orelure conlenl d the world eaCead 19% -WO, cause conno= plm* L'Orfoawn. FWXICala:Ilandle, t ataa and bMce pits puss In GABLE DETAILS I(NVSWni SYSI ENLS COWORAIION n• cqr a ce «nr, ire lWlowurU e1arK A+de; 'TRUSCOM MANUAL' by TruawAl,'OUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (OST -86). -MANDUNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' . (1118.91) snd •HIR -91 } SUMm Any Sf IEET' by TPl TAp Truss Plane Inelllule (TPI) Io IO Tod et e83 O'Onofrtu Dnvo. Mednon. Wisconsn 57719 s CO PdpP MssOCul. The Amertcnn Forest and�On (APPA) Is located al 1250 COnnearcul Ave, NW. Ste 200, Wa hIngton, DC 20058. 7 IVW GENERAL NOTES Trusses areot marked in any way to identify the frequenoor location of temporary bracing. Follow the ecomrnendations for handling, installing art temporary bracing of trusses. Refer to 1304 i.nz Guide to rood Practtc for Handincl • Imallina & Bracing of Metal Plate CQaae t_ed kgA 7n «g5 for more detailed informat ion. Truss De signOrawings may specify locations of permane nt bating on individual compression member5. Wer to the BC51--a3—Summary Reinforrymer for more information. All other permane nt b3cing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizact6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de los trusses. Vea et folleto SCSI 1-03 Guia de Buena Practica oara el Manelo. Instalackin para mayor informaci6n Los dibujos de diserao de los trusses pueden especificar las localizaciones de los arriostres permanentes en los mlembros individuates en compresi6n. Vea la hoja res6men BCSI.83 para los arriostres permanentes v refuerzos de los mtembros secundarius (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Oisenador del Edificio. The corequences of improper handling, installing and bracing may be a collapse of the structure, or worse, srious personal injury or death. EI resullldo de un manejo, instalaci6n y arriostre inadecudos, puede ser la caida de la estructura o aun pea• muertos o heridos. Ban ding and truss plates have sharp edges. Wear — 0 gloves w!en handling and safety glasses when :rr cutti ng banding. • ,k , \ kz Empaqus y placas de metal tienen bordes�- ahlados. Use guantes y lentes protectores cuando —�•x '• torte losempaques. HANDLING - NIANEJO Rf Allovv no nore No permita mas Use special care in than 3" ddeflec- de 3 pulgadas de windy weather or tion for every 10' pandeo par cada 10 nearpower lines of span. pias de trarno. and airports. r%( Pick up vertical Levante de la cuerda .u. bundles atthe superior los grupos top chord. ' verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK 37 Im lam( Bundles stored on the ground for one L! week or more should be raised by blocking at B' to 10' on center. Los paquetes almacenados en la Cierra por una semana o m6s deben ser elevados con bloques a cada 8 0 10 pies. Lam" For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en digs ventosos o cerca de cables electricos o de aeropuertos. & Avoid lateral bending. — Evite la nexi61? lateral u� less, support at peak. quarter points. ®Do not store Spreader bar for unbraced bundles verticalmente los truss bundles trusses sueltos. trusses de 20 de tramo los O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. & Avoid lateral bending. — Evite la nexi61? lateral Do not store on No almacene en �y uneven ground. tierra desigual. Tr Uv - �;d is •� �y,, ii isr��t �fy HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or - r u u� less, support at peak. quarter points. ®Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en �y uneven ground. tierra desigual. Tr Uv - �;d is •� �y,, ii isr��t �fy HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or - r u Trusses 30' or less, support at ti less, support at peak. quarter points. a Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses Trusses up. to 20 "' If Trusses hasta 20' pies o menos. F up to 30' Trusses hasta 30' --a" r . HOISTING — LEVANTAMIENTO QHold each truss In position with the erection equipment until temporary bracing Is installed and truss is fastened to the bearing points. Sostenga cada truss en posid6n con la gr6a hasta que el arriostre temporal este Instalado y el truss asegurado en los soportes. ®Do not lift trusses over 30' by the peak. Nd levante del pito los trusses de mos de 30 pies. 1' Greaterthan 30' —� Mas de 30 Dies HOISTING RECOMMEN�AT'IONS BY TRUSS SPAN RECOMMENDACl0. ES DE j_EVANTAMIENTO FOR LONGITUD DEL TRUSS; 60' 'or less Y� Approx.1/2 _�I truss length Tagline TRUSSES UP TO 30' � TRUSSES HASTA 30' Toe -in_ TE oe-in Spreader bar 1/2 to _Y 2/3 truss length Tagline ' TRUSSES UP TO 60' ,TRUSSES HASTA 60' Locate Spreader bar Attach Above or stiffback 1max. m mid-height Spreader bar 2/3 to — 3/4 truss length _y Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Refer to BCSi-82 Summary Sheet - Truss Installa- tion and Temoorary Bracino for more information. Vea el regimen SCSI -B2 - Instalaci6n de Trusses J y Arriostre Temporal para mayor information. ® Do not walk on'.unbraced trusses. No camine en trusses sueltos. �( Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing.. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las files de arriostres laterales temporales dela cuerda superior. Brace first truss well f 1' before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) RACING FOR THREE PLANES OF ROOF _ ARRIOSrRE EN TRES PLANOS DE TECHO ( This bracing me: thais for all trusses except 3x2 and 4x.2 parallel chord trusses. t Este m2todo de arr'tstre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2 'OP CfiORD — C UE)DASUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing .ongit: ud de Trar-no Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 3 0'to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 4 S to 60' 6' o.c. max. 45 a 60 pies6 pies maximo 60- to 80" 4' o.c. max. 60 a 80 pies. 4 pies maximo =onsult a Professional Engineer for trusses longer than 60' :onsulte a un Ingenierepara trusses de mas de 60 pies. See aCSI-B2 forT-CT1d options. Vea e I BCSI-B2 para Its opciones de TCTLB. Refer to e , r i _ . --..•.\.., . Sumrnary Sheet - I j' ` •. Gable End Frame ' Braci n o• - f�7f Repeat diagonal braces. Vea el r sum n LJ SCSI- B6 - Aff10ctrP Repita los arriostres del truss terminal diagonales. de un techo a dos aqua 17f Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los [into primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos,de cuatro trusses hasta que todos los trusses esten instalados. IOTTOM CHORD— CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. ,•.• �� Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. IES MEMBER PLANE —PLANO DE LOS MIEMBROS SECUNDARIOS Web members �'" :; Diagonal braces every 10 truss 10'•15' max. spaces (20' max.) same spacing as bottom chord lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT A, oFL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! Z-113 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDA9 PARALELAS 3x2 Y 4x2 ILi.� Refer to 8CSi-87 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing or every 15 truss for Parallel Chord- spaces (30' max.) Trussgc_ for more -" ; - - information. Vea el resumen- BCSI-B7 - Arriostre I ! t temooral v Derma, n newt de The end diagonal trusses de cuerdas brace for cantilevered oaraleles para mayor trusses must be placed Lateral braces information. on vertical webs in line 2x4x.12' length lapped with the support. over two trusses. INSTALLING - INSTALACION f /( Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. LJ Length Mez. Bow. Max. Bow Max. BowLt+— englh -►. Lengm 1-7f Tolerances for f LI Out -of -Plumb. Tolerancias para Fuera-de-Plomada. t rs ' ibob 0/50 max;.... Pkimb .-- D/50 D (ft.) Plywood or OSB 1/2" 2' Asphalt Shingies 1/ 4' 1-1/4" 5' 1-1/2" 6' Cloy Tiler 2" a8' Max. Truss Bow Length 3/4' 12.5' 7/8' 14.6' 1' 16.7' 1-1/8' 18.8' 1.1/4' 20.8' 1.3/8' 22.9' 1-1/2' 25.0' 1.3/4' 29.2' 2' t 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION GDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los arriostres esten colocados. an forma apropiada y Segura. ®Dp not exceed maximum stack heights. Refer to SCSI -64 Summary Sheet - Construction Loadino for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construction para mayor informacl6n. Do not overload small groups or single trusses. �V No so6recargue pequenos grupos o trusses individuates. Material Height (h) Gypsum Board 12' Plywood or OSB 16" Asphalt Shingies 2 bundles Concrete Block B" Cloy Tiler 3-4 IEas high r/( Place loads over as many trusses as possible. LJ • � Coloque las cargas sabre tantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES - Q Refer to SCSI -B5 Summary Sheet - Truss Damaoe ]obcite Modifications and Installation Error Vea el resumen B 51-85 Danos d truss Modifia ion s' n la Obra v Errores d Instala ion Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningOn mlembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccl6n o han sido alterados sin Una autorizad6n previa del Fabricante de Trusses, pyeden reducir o eliminai la garantia'del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer{nust rely on the fact that the Contractor and crane operator (11 applicable) aa:fa- pable to undertake the work they have agreed to do on a particular project. The contractor should seek any required asslstance regarding construction practices from a competent party. Thq methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Door and roof trusses Into place SAFELY These recommendations for handling, Installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to, the roture�of responsl611itles involved, be presented only as a GUIDE for use by a qualified Bullding;Designer or Erectlen/Installation Contractor. It B riot Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engheu,, the Building Designer, the Erecdon installation Contractor or otherwise) for handeng, installing and bacing wood trusses and it dgas not preclude the use of other equivalent methods to, bracing and provding stability Far. the walls and columns as may be determined'by the "ss Erecdrm/Installa Non contractor. This, the Wood Truss Council of America and the Truss Wale Institute expressly disclaim any responsibility for damages aaslnnq from the vie, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WrCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Orsofrto Drive • Madison, Wl 53719 608/274-4B4g • v4,,w.woodtrussxom 608/833-5900 - www.tpinst.org BS WARN 71x37 031125 Jots Mame: I Truss ID:: Qty: Drwg: HRG %-I.00 REACT SIZE REQ•D TC 2X4 DFL 41 Plating spec : ANSI/TPI - 1995 UPLIFT R£ACTION(S) �B1 '0- 1-12 834 3.50" 1.50" HC 2X4 OFL B1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -204 lb 2 19-10- 4 634 3.5011 1.50" WEB 2x4 DFL STANDARD. MULTIPLE LOAD CASES. Support 2 -204 lb RGRKQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BOLL. PLATE VALUES PER ICBO RESEARCH REPORT !1607. This truss is designed using the the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. CBC SNOW: Pg = 20 psf, Ce = 0.9, I = 1.0 CBC -01 Coda. IBrg React Uplift Rcq'd Size Bldg Enclosed =Yes, Importance Factor m 1.00 1 634 -204 1.50•• Truss Location a Not End Zone 2 634 -204 1.50•' Hurricane/Ocean Line - No , Exp Category - C Bldg Length = 24.00 ft, Bldg Width 36.00 ft TC FORCE AXL HND CSI Maan roof height - 9.83 ft, mph 80 1-2 -1550 0.04 0.52 0.56 CBC Standard Occupancy, Ocad Load = 12.0 pof 2-3 -1233 0.01 0.49 0.50 3-4 -1233 0.01 0.49 0.50 4-5 -1550 0.04 0.52 0.56 11_� !" J HC FORCE AXL HND CSI ,ry 6-7 1421 0.22 0.37 0.59 j ��.+/� f� ���•� I\ `- � t 7-8 1421 0.22 0.37 0.5 9 ff [� fir' 'YE.-� ta, `-� `•� WEB FORCE CSI WEB FORCE CSI�- �r-•�� f 2-7 -457 0.11 4-7 -457 0.11 �� (j \ V �j '. TCLL DEF CRITERIA•L/360 3-7 771 0.32 BCLL DEF CRITERIA: IJ360 ` r1 MAX DEFLECTION (span) : L1999 MEM 7-8(LIVE) LC 15 J- �� t _ �...•i"s _ L=-0.10- D=-0 . IS" T= -0.25" -1 _= Joint Locations = _ / 1 0- 0- 0 5 20-0-0 v J, 2 7- 6- 0 6 0-0-0 t�• 3 10-0-0 7 10-0-0 -_------- 7-6-0� 2.6-0 2-6-0 7-6_0 i 4 12- 6- 0 8 20- 0- 0 ya 7-6-0 10-0-0 12-6-0 20-0-'0 10-0-0 10-0-0 2 3 L 4 5 T 5-6 1.5-4 1.5=4 ✓ e 3-7-15 3-11-11 3.5-4 3.5-4 SHIP S0-3-151 3-8� 20_ _ 6H r�`=-=-•,�,:�=.=.:: f 10-0-0 �d..:h 10-0-0 a �..-' 20"0'0 .. 6/5/2006 All plates are 20 gauge Truswal Connectors unless preceded by " MX" for HS 20 gauge or " H" dor 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 3116" = 1' PH 530-342-5844 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wo:' Fax 530-342-5845 This design Is for an individual building component not trues systntn. It been based on specifications Provided by the component manufacturer Chk: JR Cuarmm.r uamet /yam and done in aceordanee with Na current versione afTPl'and AFPA.design rtandardr_. Na responsibility is ueunwd for dimensional accuracy. Dimensions w to beverifiad by. the component manufasto a andforbullding. dseigner prior To fabrication. The building designer must .asc naln that the loads Dsgnr GH utii'aed on thlc design meet or orcaad the leading imposed by the local building coda a ettho'pa miar application. Tha,dasign ass imu that the top chord is Iatemlly braced by the roof or floor sheathing and the bottom chord ie latorall braced TC Live psf DurFacs �� noted. Bracingshown Is for !cram! support y by a rigid sheathing material directly ettached, unless otherwise pport of components members only to reduce budding length. This component shall not be placed In any TC Dead psf Rep Mbr Bnd ' envIrOnment that will cause the moisture comem or the wood to -coed 19%anther cause connector plate corrosion. Fabricate, handle, Install CONSTRUCTION FRAMING SPECIALISTS. • and bmco this truss In accordance with the following etandards:'Joint and Cutting Detail Reports' available as output from Tmswal softwBC Leve are, psf 'O.C.Spacing 2-0- 0 Tfl20Vftfl0 GAYTOR MUM, DURHAM, CA 95 i f 3i[TrI T, i^ M T- Wood Truss Uuneii of Ainedea Standard Design Rasponslhllitles,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead psf Design Spec CBC -01 ay (8CS11-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Instituto (TPI) le locatod at 583 D'Onofrlo Drive, Madison, p Seqn T6.5.2 - 0 Wixonain 53719. Tho American Forest and Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL )pp9 psf TW Customer:JR PH 530-342-5844 RUNAWAY Fax 530-342-5845 B UT C H D E AD M O ND CC>r1StrLlCtIOrl RUNAWAY RD C F S Framing TJC_Cia11StS BUTTES VALLEY 792 DURHAM DAYTON HIGHWAY DURHAM, CA. 95938 SALES REP: JR DUE DATE: DSGNR/CHKR: KJD /.JW TC Live 16.00 psf TC Dead 16.00 psf BC Live 0.00 psf BC Dead 10.00 psf Total 42.00 psf, WO#: RUNAWAY SCALE: 1/8" = 1' Date: 7/13/2006 16:10 DurFac-Lbr 1.25 DurFac-Plt 1.'15 O.C. Spacing: 24.0 Design Spec: CBC -01 #Tr/#Cfg: 53 / 22 Job Name: RUNAWAY WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: A01G Qty: 1 BRIG X -LOC REACT SIZE REQ'D 7C . 2x4 DFL #1 Plalirg spec : ANSI/TPI -1995 UPLIFT REACTION(S) : Support 1 2-1-12 422 3.50" 1.50" 2 3-11-6 61 3.50" 150" BC 2.4 DFL #1 DG SLIDER 2x4 DFL #1 THIS OESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. 1 -24516 Support 2 -316 3 5-9-0 341 3.50" 1.50" WEB 2x4 DFL STANDARD GBL BLK 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR Support 3 -691b Support 4 -0916 4 7- 3-0 341 3.50" 1.50" PLATE VALUES PER ICSO RESEARCH REPORT #1607. 1 -PLV AND W HANGER NAILS FOR MULTI -PLY Support 5 -3 lb 5 9- 0-10 61 3.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. - GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Support 6 -24516 6 10-10- 4 422 3.50" 1.50" interior Mark ell interior bearing Iota ons. HANGERS MUST BE RE-EVALUATED (BY OTHERS). This truss is deslgned using the BRIG REQUIREMENTS shown are based ONLY Permanent is requirad (b others) to install interior support(s) before erection. CBC -01 Code. On the VUSS material al each beating 9 prevent relallorJloppling. See SCSI 1-03 end ANSI/TPI 1. Me y use ade%wte staples for gable blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! Bldg Enclosed = Yes, Importance Factor = 1.15 Truss Location =Not End Zone MAX DEFLECTION (span): PLATING BASED ON GREEN LUMBER VALUES. " ' ' ' [' I gable bracing required 4 58" intervals, f to load led face. Hurricane/Ocean Line = No. Exp Category = C it, Width ft U999 MEM 9-0 (LIVE) L 12 L= 0.00" D= 0.00" T= 0.00" OVERHANGS) MAY BE SHORTENED UP TO 3- MAX.! exposed wind app to See'Ganeml Gable Details-, C002065035. Bldg Length = 80.00 Bldg = 40.00 Meen moT height = 10.86 f , mph = 80 MAX DEFLECTION (cant): ( ) . overhang So t loading = 0.0 par ♦ ♦ a a a............... Attach secondarytop chord ((f shown) ith CBC EssentiafFocilityy, Dead Load = 15.6 psf -LOAD CASE #1 DESIGN LOADS U999 MEM 8-9 (LIVE) LC 12 min. 2-0 (2x4) or 3{> plates (24j el 4" Dir L.PIf L.Loc R.Plf RX c LLfTL L= 0.01" D= 0.00" T= 0.01" o.c. and applied roleted, in eddi00on to TC Ven 52.00 -1- 0- 0 52.00 0.0.0 0.62 CRITICAL MEMBER FORCES: the heel p sting shown. The secondary top TC vert 60.00 0-0-0 100.00 6- 6- 0 0.59 TC COMP.(OUR.y TENS.DUR.) CSI chord maybe-Ichedl.5-foroullookem. TC Ven 100.00 6.6.0 60.0013-0.0 0.53 OL -RS 011.25V 23(1.2 0.09 1-2 alvi env stah.2q n23 max. DO NOT NOTCH WHERE SHOWN BY (^-). TC Vert 52.00 13-0.0 52.00 14-0. 0 0.62 BC Ven 20.00 0-0.0 20.0013-0.0 0.00 BC B-9 2072 RTUR.)JN6S.(DOU Z.) CSI 9.10 •23 (1.2 y 333((7.601)0.12 89 0.o1 11-12 1 0.12 12-13 -271(1.25y 355(l.60) 0.12 38 930MP.YR.1E(.) CSI 30 Z 13460510. .B 98(12-1 (1 .2 0.08 3.10 •272 1.25 52(1.80 -0.04 5- -272 1.25 52(1.60 0.04 6-11 -348 1.60 198(7.2 10.08 6-12 J38 7.25 13411.80) 0.04 3-7-3 1= 0-4-3 R-19 13-0-0 f 1 1 8 9 10 11 12 13 TYPICAL PLATE: 2-4 . OVER SUPPORT AS SHOWN 4-0-15 SHIP 0-4-3 WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It hes been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. KJD #LC = 31 WT: 116# ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 16.00 psf LlveDur L=1.25 P=1.15 utilized on this design meet or exceed the loading imposed by the local building coda and the particular application. The design assumes that the top chord F 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 - TC Snow 0.00 psf SnowDur L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd /Comp /Tens ® 792 Durham Dayton Highway environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install arta brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available es output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 /1.00 Durham, CA 95938 'ANSI/TPI 1'. WTCA V- Wood truss Council of America Standard Design Responsibilit!es,'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (BC51 1-03) end'BCSI SUMMARY SHEETS' by WfCA and TPI. The T- Plato Institute (TPI) is located at 583 D'Orwfrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: A01 G Jnt 1 R3-8; 3-4 Jnt 2 3-4 Jnt 3 1.5-4 Jnt 4 3-4 Jnt 5 1.5-4 Jnt 6 3-4 Jnt 7 R3-8; 3-4 Jnt 9 2-4 • Jnt 10 3-4 Jnt 11 3-4 Jnt 12 2-4 Job Name: RUNAWAY Truss ID: A02 Qty: 1 BRIG X -LOC REACT SIZE REOD TC 2x4 DFL #1 Plating spec : ANSIRPI - 1995 - UPLIFT REACTION S) : SuDpon 1 I 1 0- B- 0 525 5.50' 1.50" BC 2x4 DFL #1 WE 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. -151 Support 2 •151 Ib 2 12- 4- 0 525 5.50" 150" WEDGE 2x8 DFL #2 IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. THEY ARE BASED ON 1.5' HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing Loaded for 10 PSF non-concurrant BCLL. i -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, lmponance Foctor - 1.15 MAX DEFLECTION S an) PLATING BASED ON GREEN LUMBER VALUES. ++++++r r r r r r +++ r + GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location =Not End Zone Hurricane/Ocean Line - No. Exp Cetego y = C U999 MEM 4-5 (LIVE) LC 12 L= -0.02' D= -0.01" T= -0.04' OVERHANG((S�� MAV BE SHORTENED UP TO 3' MAXI overhang SoTfii loading = 0.0 psf 81dg Lenggth = 80.00 fl Bldg Width = 40.00 ft Mean me height = 10.86 ft, mph = 80 CRITICAL MEMBER FORCES: TC COMP.((DUR.y TENS.(DUR.) CSI OL -1 0(1.6 23(1.25)0.07 + r r ++ +++++........... CBC Essential Facility, Dead Load = 15.6 psf 1-2 525((((((1.2 159 1.60 0.22 2.3 525 1.25 1531.60 0.22 3-0R 0 1.80 23(l.25) 0.67 BC COMP.(DUR. TENS.(DUR.) CSI 45 / 413 1.25 0.199 55 / 413 1.25 0.19 WB COMP.(DUR.y TENS.fDUR.) CSI 25 / 120(0.90) 0.0 F 792 Durham Dayton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 313 t.= 0-4-3 6-6-0 i 6-6-0 t 2 3 6.00 6.00 - R.JLJ R•JGJ U:-151 U:-151 1-0-0 H1-0-0 - 13-0-0 H 4 5 6 20 WAKIVINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an indlMdual building component not truss system. It hes 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 (abricellon. The building designer must ascertain that the loads utilimol on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes 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 content of the wood to exceed 19% and/or cause connector plate corresmn. Fabricate, handle, install and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports available as output from Truswal software. 'ANSIrFPI 1', WTCA V. Wood Tmss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Tmss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington, DC 20036. 4-0-15 SHIP t-3 VI4 7/14/2006 Cust: BUTCH DEADMOND WO: Drive_N_runaway_L00007_J00001 Dsgnr. KJD #LC = 31 WT: 64# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 /1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: CBC -01 I DEFL RATIO: L/360 TC: U360 Joint Details Report Truss ID: A02 Jnt 1 3-4 Jnt 2 5-6 Jnt 3 3-4 Jnt 5 1.5-4 Job Name: RUNAWAY WA \NINGRead all notes on this sleet and give a COPY of it to the Erecting Contractor. Truss ID: A03 Qty: 3 BRIG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSUTPil -1995 UPLIFT REACTION Sj : 1 0- 1-12 468 3.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -1201 2 12-10-4 540 3.50" 1.50" WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF RANGERS ARE INDICATED ON THIS DRAWING, Support 2 -15116 This truss is designed using the BRIG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5- HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3• HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Vas, Importenco Factor = 1.15 MAX DEFLECTION (span): BC Live 0.00 psf GIRDERS. IF 2.5- GUN NAILS ARE USED, THE Truss Location - Not End Zone Exp Cotogory = C C U999 MEM 4-5 (LIVE) L 1 BC Dead 10.00 psf HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line =-No , Bldg Lernjqh = 80.00 ft. Bldg Width = 40.00 ft L= -0.02" D= -0.04" T= -0.06" Mean roai height = 10.86 ft, mph = 80 CRITICAL FORCES: Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 CBC Essential Facility, Deed Load = 15.6 psf (MEMBER 1-2 -848 1. 5 195 1.60)) UFL CSI - 2J -648(125yR.Y95�NSOt02.) BC COMP.(DUR.V TENS.(DUR.) CSI 45-72t1.60V 5523(1.25)0.30 5� •72 1.60 52311.25)0.30 WB COMP.(DUR.y TENS.(DUR.) CSI 25 / 155(0.90) 0.09 3-4 I 6-6-0 I 6-6-0_ I 1 2 3 6.00 5-6 -6.00 ^TA ' B1 B2 W:308 W:308 . R:468 R:540 U:-120 U:-151 I °° 13-0-0 I 4 5 6 20 4-0-15 SHIP WA \NINGRead all notes on this sleet and give a COPY of it to the Erecting Contractor. Cusl: BUTCH DEADMOND This design is for an individual building component not truss system. Il hes been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ' Dsgnr. KJD #LC = 16 WT: 561/ are to be verified by the component manufacturer end/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf LiveDur L=1.25 P=1.15 unlined on this design meet or exceed the loading imposed by the focal building code and the particular application. The design assumes that the top chord F is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing materiel directly attached, unless otherwise TC Snow 0.00 psf SnowDur L=1.15 P=1.15 rested. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell not be placed in any TC Dead 10.00 psf Rep Mbr Bnd I Comp / Tens ®environment that will rause the moisture content of the wood to exceed 19% end/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 1.15 / 1.00 11.00 792 Durham D8on Highway Durham, CA 95938 and brace Nis truss in accordance with the following standards:'Joint and Cutting Detail Reports' available es output from Truswat software. •ANSIrrP1 1', WTCA V- Wood Truss Council of America Standard Design Responsbilities,'BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10.00 psf O.C.Spacing 2-0-0 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Twss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: A03 Jnt 1 3-4 Jnt 2 5-6 Jnt 3 3-4 Jnt 5' 1.5-4 Job Name: RUNAWAY WARN/NGRead all notes on this sheet and give a Copy Of /t t0 the Erecting Contractor. Truss ID: A04 Qty: 2 BRG X -LOC REACT SIZE REO'D TC 2X41 DFL #1 Plating spec : ANSINPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF UPLIFT REACTIONS) : Supp1 -9091 1 0- 2-12 3523 5.50" 1.88" BC . 24DFL #1 WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Suort pport 2 -9091b 2 12-9-4 3523 5.50" 1.88" PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing Permanent bracing Is required (oy others) to 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Encbsed = Yes, Importance Factor -1.15 MAX DEFLECTION 5 an) : present mtationlloppling. See BCSI 1-03 GIRDERS. IF 2.5"GUN NAILS ARE USED, THE Truss Location = Not End Zone U999 MEM 8-9 (LIVE LC 1 end ANSI 1. 2 Nail COMMON, NDS) HANGERS MUST BE RE-EVALUATED (BV OTHERS). PLATING BASED ON GREEN LUMBER VALUES. Hun cane/Ocean Line = No ,Exp Cate go y= C Bldg Length = 80.00 ft, Bldg Width = 40.00 N L= -0.04" D= -0.OS" T= -0.OB" -PLY! w/10d slaggemd(per in: TC- 2 BC- 3 W ESS- 2 ^PEERR FOO Mean roof height = 10.88 h, mph = 80 CRITICAL MEMBER FORCES: TC COMP.(OUR.y TENS.(TUR.) CSI CBC Essentiar Facilityy, Dead Load = 15.6 am -LOAD CASE #1 DESIGN LOADS 1-2 5346(1,25y Bldg Code: CBC -01 0.20 Dir L.PIf L.Loc R.PIf R.Loc LL/TL 2-3 -3863 1.25 0.119 TC Ven 52.00 0- 0. 0 52.00 13.0. 0 0.62 3-0 -3863 1.25 0.09 BC Ven 490.00 0-0-0 490.00 13-0.0 0.43 45 53461.25 0.20 - BC COMP.(DUR. TENS. TUR.) CSI 6-7 / 475 1.25) 0. 1 7-8 / 469941.2510.42 ' 8.9 / 4699 1.25 0.42 ' 9-10 / 475 (1.2 )0.51 WS COMP.(OUR. TENS. TUR.) CSI 2-7 / 1376 1.25)0.2 2-8-1516(L25 0.09 341 / 31y/29(1.25)0.66 , 44-9 .8 -1516(/1.21376(1.25) 0..09 28 1 6-6-0 1 6-6-0 _ 2-PLYS 1 2 3 4 5 REQUIRED 6.00 5-6 6.00 B1 W:508 R:3523 U:-909 1 13-0-0 I 6 7 8 9 10 20 B2 W:508 R:3523 U:-909 WARN/NGRead all notes on this sheet and give a Copy Of /t t0 the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It hes been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 ' and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ' Dsgnr. KJD #LC = 16 WT: 84# re to be verified by the component manufacturer-arid/or building domgner prior to fabrication. The building designer must ascertain that the bade TC Live 16.00 psf LiveDur L=1.25 P=1.15 ulilimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord F is laterally breced by the roof or floor sheathing and the bottom chord is laleretly braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDUr L=1.15 P=1.15 noted. Bmcing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp I Tens ®TIC that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 1.00 / 1.00 / 1.00 792 Durham Dayton Highway and brace this truss In accordance with the following standards:'Joint and Cutting Detail Reports' available es output from Tnuswal software, 'ANSIRPI Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC' Dead 10.00 psf O.C.Spacing 2- 0- 0 Durham, CA 959, 1', WTCA I'. Wood Truss Council of America Standard Design (SCSI 1-03) end'SCSI SUMMARY SHEETS' by WTCA arid TPI. The Truss Plate Institute (TPI) is located al 583 D'Onofrio Drive, Madison, , TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/360 Joint Details Report Truss ID: A04 Jnt 1 3-10 Jnt 2 3-4 Jnt 3 5-6 Jnt 4 3-4 Jnt 5 3-10 Jnt 7 2-4 Jnt 8 3-8 Jnt 9 2-4 Job Name: RUNAWAY Truss ID: B01G Qty: 1 BRIG X -LOC REACT. SIZE REQ'D TC 20 DFL #1 Plating spec : ANSIrrPI - 1995 UPLIFT REACTION(S) : ' 1 0- 1=12 407 3.50" 1.88" 8C 2x4 DFL #1 DG SLIDER 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -8516 Support 2 5916 2 3. 1- 5 283 3.50" 1.88' WEB 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING, Support 3 41 Ib 3 4-11- 4 23 3.50" 1.50" GBL BLK 2x4 DFL STANDARD THEY ARE BASED ON 1.5' HANGER NAILS FOR Support 4 -7316 4 6- 9- 3 350 3.50" 1.50" Lumber sheer allcwables era per NDS. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Support 5 -7 Ib 5 8- 7- 2 74 3.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. GIRDERS. IF 2.5- GUN NAILS ARE USED, THE Support 6 -7 6 10- 5- 1 74 3.50" 1.50" Loaded for 10 PSF non -concurrent BCU.. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Support 7 -217"'1 b 7 12-3-0 1036 3.50" 1.50" 8 13-9-0 1036 3.50" 1.50" Install interior support(s) before erection. May use adequate staples for gable blocks. Mark ell interior bearing locations. - Permanent bracing is raquirad (b othere) to Support 8 •217 Ib Support 9 -7 1b Support Ib 9 15-6-15 74 3.50" 1.50" BUILDING DESIGNER MUST VERIFY GABLE LOADS! (+) gable bracing requimd g 58' intervals, prevent mtotibNtoppling. Sea BCSI 1-03 and ANSI/TPI 1. 10 -1 Support 11 -7311 10 17-4-14 - 74 3.50" 1.50" f exposed to wind bad applied to face. PLATING BASED ON GREEN LUMBER VALUES. Support 12 41 Ib 11 19-2- 13 350 3.50" 1.r�• . .5 See -General Gable Details , C002065035. This truss is designed using the Support 13 591b 12 21- 0-12 23 3.50" 1 " 0-12 263 3.50" .50" Attach secondary w chord (if shown with �4- CBC -01 Code. Bldg Enclosed - Yes, Irapo once Factor = 1.15 Support 14 -85lb -LOAD CASE #1 DESIGN LOADS 2- 13 22-1 14 25-10-4 407 3.50" 1.50" in. 24 (2x4) or 3� plates (2x81 et O.C. and applied totaled, in addition to Truss Location o Not End Zone Hurricane/Ocean Line = No , Exp Category = C Dir L.Plf L.Loc R.Plf R.Loc LUrL TC Vert 72.00 -1- 0.0 72.00 0. 0. 0 0.44 Tc vert a a o 1sa.00 13-0.0 0.53 BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing lne Heal p ung shown. The secondary top chord mey -notched 1.5• for outicokem. Bldg Length = 80.00 it Bldg Width = 40.00 H Mean moi heght = 12.24 ft, mph = 80 104.00 TC vert 169.00 13-0-0 104.00 26- 0. 0 0.50 MAX DEFLECTION (span): max. DO NOT NOTCH WHERE SHOWN BY (•-'). CBC Ease niiarFacility, Dee; Load = 15.6 pat TC Von 72.00 BC Ven 2000 6 0. 0 . 72.0 26- 0. 0 0.4 .00 U999 MEM 12-13 (UVE) LC 1 L= -0.01" D= -0.01" T= -0.03" ' CRITICAL MEMBER FORCES: TC COMP.((DUR.y TENS.(DUR.) CSI 1.2 -252((1.25y 741.60 0.92 2-3 42(1.60y 622(1.250.98 34 / 388(1.25) 0.48 4-5 / 3688(1.25) 0.46 55 42(1.60Yy 22J,1:25) 0.96 6.7 252 1.255 7460) 0.92 BC COMP. DUR.y TENS. DURJ CSI 8-9 -762(1. 5y 121(1.60 0.49 9.10 / 0.02 •• ••• 10.11 / 0.02 11-12 / 0.02 12.13 / 0.49 WB COMP.(DUR.v TENS.(DUR.) CSI 13-0-0 13-0-0 2.9 -300(1.25y 0.05 2-10 -64_696((1.251 40(1.60 0.42 2 6 ] 5-110 -693 1.25 0.35 2-4 6-,1 54611.25y 40(1.6010.42 6-12 -300 1.25Y 0. 3-4 . 5-6 .3-4 2-4 3-4 2-4 3-4 2-4 1=-T 1=-f 26-0-0 8 9 10 11 12 13 6- -8 SHIP x 0-4-2 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT 7ru5wal lems P ales are 20 �a es ales shown V, "18"(18 pa.) "H"q a. r "MX"(TWMX 20 0,3 ), po5ition@d per Joint P tails ep�rt. / 14/t, U U D Circletl Iates and tlalsa frame poslbone as shawRaGove. 3h b�e stud plates to avDld overlap vnth structural (aces ors aple . WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 ' and done in accordance with the current versions of TPI and AFPA design standards. No mspomibility is assumed for dimensional accuracy. Dimensions Dsgnr. KJD #LC =• 16 WT: 275# are to be whiled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf LiveDur L=1.25 P=1.15 utilirad on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord F is laterally braced by the met or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow '0.00 psf SnowDur L=1.15 P=1.15 noted. Bmcing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® environment that will cause the moisture content of the mod to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf P 1.00 / 1.00 / 1.00 792 Durham Da on Highway a on arid brace This truss in accordance with Na following standards: and Cutting Detail Reports' available es output from Truswal software, 'ANSIrrP1 Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Durham, CA 1', WTCA V- Wood Truss Council of America (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truas Plate Institute (TPI) is located at 583 D'Ocofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The Amadcon Forestand Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: B01 G Jnt 1 R3-8; 3-4 Jnt 4 3-4 Jnt 7 R3-8; 3-4 Jnt 11 3-4 J nt 2 3-4 Jnt 5 1.5-4 Jnt 9 5-6 Jnt 12 2-4 Jnt 3 1.5-4 Jnt 6 -3-4 Jnt 10 3-4 Job Name: RUNAWAY WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: B02 Qty: 4 . BRG X -LOC REACT SIZE RED D TC 2x4 DFL 91 Plating spec: ANSI/rPI - 1995 UPLIFT REACTIONS) : Suppod 1 1 0- 2-12 1008 5.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF -223161 Support 2 25- 9- 4 1008 5.50" 1.50" WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, 2 -22311 This truss is designed using the BRG REQUIREMENTS shown are based ONLY n - Loaded for 10 PSF noconcurrent BCL.. THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. On the truss material at each bearing, PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTIPLY Bldg Enclosed = Yes, Importance Factor = 1.15 - MAX DEFLECTION SPan1): BC Live 0.00 psf GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Truss Location =Not End Zone , L1999 MEM 7-8 LIVE) LC 15 U999 BC Dead 10.00 psf HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hunicane/Ocean Line = No, E� Cate = C Bldg Length = 80.00 ft. Bldg Width = d0.00 ft L=-0.12* D=-0.10" T=-0.22" Mean mot height = 12.24 h, mph = 80 CRITICAL MEMBER FORCES: CBC Essential Facility, Dead Load = 15.6 psf TC COMP.(DUR.y TENS.IDUR.) CSI 1.2 -1,176(1:25y 407(1.660)0.38 Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 2-3 -1487(1.25y 419(1.60)0.35 34 -14871.25 419((1.6030.35 45 •16781.25 4071.60 0.36 BC COMP. OUR. TENS.(DUR.) CSI 8-7 -276(1. oy 487(1.25110.54 7-8 48(1.60Y 97317.251 .48 8-9 -27 (1.B y 146 (t.2 )0.54 WB COMP. DyUR.V T(ENS.(DUR.) 2-7 25238(1.205 CSI 3.7 •10.5(1.260y 0.22 3-8 -105 1.60 5381(1.25))0.22 45 -323 1.25 225 1.60 0.09 ' 13-0-0 13-0-0 1 2 3 4 5 5.55 5-6 5.55 6-9-8 SHIP 0-4-2 B1 B2 W:508 W:508 R:1008 RA008 p �U:-223 U�:-223 t=-► 1 ' f 26-0-0 , 6 7 8 - 9 1e sh(gualove.Shiti a861e stud elates to avv WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer' WC:* Drive_N_runaWay_1-00007_J00001 and done in accordance witti the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: KJD #LC = 16 WT: 141 # are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf LIVeDur L=1.25 P=1.15 ulilimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord F 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 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf 1 / 1 / 1 792 Durham DaOn Highway and brace this truss in accordance with the following standards: and Cubing Detail Reporls' available as output from Tmswal software, 'ANSI/TP1 Tress Council Standard Design Responsibilities. 'BUILDING COMPONENT, SAFETY INFORMATION' - BC Dead 10.00 psf .15 .00 .00 O.C.Spacing 2- 0- 0 Durham, CA 95938 1', WTCA 1'- Wood of America (BCSI 1 03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 t91h Street.NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: B02 Jnt 1 4-4 Jnt 2 1.5-4 Jnt 3 5-6 Jnt 4 1.5-4 Jnt 5 4-4 Jnt 7 5-6 Jnt 8 3-4 Job Name: RUNAWAY WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an indMdual building component not truss system. It has been based On specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions re to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the lop choral Truss ID: B03 Qty: 3 BRIG X -LOC REACT SIZE REQ'D TC 20 DFL #1 Plating spec: ANSInPI -1995 UPLIFT REACTIONS) : 1 0-2-12 1008-5.50" 1.50" BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 •223166 - 2 25- 9- 4 936 5.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 •1961b BRIG REQUIREMENTS Shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent SCLL. IF HANGERS ARE INDICATED'ON THIS DRAWING, THEY ARE BASED ON 1.5- HANGER NAILS FOR This truss is designed using the CBC -01 Coda. On the WSS material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND W HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Vas, Importance Factor = 1.15 MAX DEFLECTION GIRDERS. IF 2.5- GUN NAILS ARE USED, THE Truss Location = Not End Zone %an) L/999 MEM 7-8 (LIVE) LC 15 HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hunicane/Ocean Line = No , Exp Category = C Bldg Lenggth = 80.00 ft, Bldg Width = 40.00 fl L=-0.12" D=-0.10" T=-0.22" Mean me he'ght = 12.24 ft, mph = 80 CRITICAL MEMBER FORCES: CBC Essanf�ef Facility, Deed Load = 15.8 ps! TC COMP.(DUR.y 1-2 -1176(1.25y TENS OUR.) CSI 407(1.64 0.36 2.3 •1487(1.25y 419(1.6030.35 3-4 -1487 1.25 419((1.6030.35 45 -1676 1.25 407 1.60 0.36 ' BC COMP.(DUR.1I TENS. DUR.) C51 8.7 -278(1.60)/ 1487(1.20.54 7-8 -88(1.60V 97311.25)OA8 &9 -27 (1.6 y 146 (1.2 )0.54 WB COMP.(OUR.,, TENS.(DUR.) CSI ' 2-7 -323(1.201 37 •105 1.60 225 538 (1.60)0.09 1.25 0.22 3-8 -105 1.60 538 1.25 0.22 45 -323 1.25 225 1.60 0.09 6-4-3 2 0-4-2 4 1 13-0-0 1 13-0-0 1 1 2 3 4 5 5.55 5-6 .-5.551 B1 W:508 R:1008 U:-223 T 26-0-0 6 7 8 K 9 6- -8 SHIP. -4 M t 0-4-2 B2 W:508 R:936 U:-196 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an indMdual building component not truss system. It has been based On specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions re to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the lop choral Cust: BUTCH DEADMOND WO: Dr1Ve_N_runaway_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 139# TC Live 16.00 psf LlveDur L=1.25 P=1.15 F is laterally braced by the roof or floor sheathing and the bottom chord is laterally bmcod by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf- SnowDur L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell not be placed In any TC Dead 10.00 psf Rep Mbr Bnd I Comp /Tens ® 792 Durham DaHighway Durham, CA 95993838 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reporter available as output from Truswal software, V. WTCA V - Wood Truss Council of Amedca Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC LIVQ 0.00 psf BC Dead 10.00 psf 1.15 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 SCSI 1-03) end'BCSI SUMMARY SHEETS' by WiCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orafrio Drive, Medicon, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: B03 Jnt 1 4-4 Jnt 2 1.5-4 Jnt 3 5-6 Jnt 4 1.5-4 Jnt 5 4-4 Jnt 7 5-6 Jnt 8 3-4 Job Name: RUNAWAY 16.00 psf Truss ID: B04 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plati g spec : ANSIrrPI.1995 Re ubed bearing widths and bearinareas truss supported in alt angor. 1 0- 2-12 1011 5.50° 1.50" BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. apply when not UP LIFT REACTION`S): 2 25-10- 4 933 HGR 1.50' BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR Support 1 -22416 Support 2 •1961b On the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3• HANGER NAILS FOR MULTI -PLY This truss is designed using the , BRG HANGER/CLIP NOTE GIRDERS. IF 2.5- GUN NAILS ARE USED, THE CBC -01 Code. -Yes, 2 �HUS26 HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Enclosed Importenco Factor= 1.15 Truss Location = Not Em Support Connection(s)/Hanger(s) are one Hurricane/Ocean Line = No , Exp Category c 40.00 0 not desiggned for horizontal Toads. Bldg Length - 80.00 h, Bldg Width = Mean roof height = 12.24 h, mph = 80 SEE SIMPSON CATALOG FOR ADDITIONAL INSTALLATION NOTES CBC Essentief Facility, Dead Load= 15.6 psf MAX DEFLECTION (span) : L/999 MEM 7$ (LIVE) LC 15 L=-0.12" D=-0.09" T=-0.21" = -0.21 - CRITICAL CRITICAL MEMBER FORCES: TC COMP.(OUR.y TENS.IDUR.1 CSI 1-2 •1683 1.25 408 1.6 0.36 2.3 -1493 1.25 420 1.60 0.38 3-4 -1508 4.5 •1697 1.25 1.25 423 1.60 0.37 411 1,60 0.38 ' BC COMP.((TUR.1/ TENS. OUR.) CSI 6.7 -277(1.60y 1473(1.20.53 7-8 A9( .60y 980 1.25 0.50 8-9 -287(1.60y 146 (1.2 )0.55 WB COMP. OUR. TENS.(DUR.) CSI 2.7 J25 3-7 -105 1.6Sy 1.60 25(1.60)0.09 536 343 -109 1.80 555 1.25 0.23 4-8 -332 1.25 227 (((1.25)))0.22 1.60 0.09 F 792 Durham Dayton Highway Durham; CA 95938 TRUSPLUS 6.0 VER: T6.5.2 13-0-0 , _ _ _13-0-0 , 1 2 3 4 5 5.55 5-6 6- -8 SHIP l 0-4-2 B1 B2 W:508 'HUS26 R:1011 W:308 U:-224 R:933 U:-196 , 26-0-0 _ 6 7 8 9 20 WAKIVIN U Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions era to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mum ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Mor 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 shell not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabrl handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Tmswal software, 'ANSIrrPI 1', NVTCA V- Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and 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 1111 19th Street, NW, Ste am, Washington. DC 20036. 7/14/2006 Cust: BUTCH DEADMOND WO: Drive_N_runaway_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 139# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr End / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Code: CBC -01 Joint Details Report -Truss ID: B04 Jnt 1 4-4 Jnt 2 1.5-4 Jnt 3 5-6 Jnt 4 1.5-4 Jnt 5 4-4 Jnt 7 5-6 Jnt 8 3-4 Job Name: RUNAWAY Truss ID: BKR1 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec: ANSI/TPI -1995 UPLIFT REACTIONS) : 1 0- 2-12 960 5.50" 5.50" BC 2x4 DFL #1 WES 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -188166 Support 2 -18816 2 23- 9- 4 960 5.50" 5.50" GBL BLK 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. THEY ARE BASED ON 1.5 HANGER NAILS FOR CBG -01 Code. On the truss material at each bearing Loaded for 10 PSF non -concurrent SCLL. 1 -PLY AND X HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.15 MAX DEFLECTION (span) : May use adequate staples for gable blocks. VERIFY GABLE LOADS! GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED fBY OTHERS). Truss Location = Not Eno Zone Hurricane/Ocean Line - No Exp Category = C U999 MEM 6-7 (LIVE) LC 1 BUILDING DESIGNER MUST I+I bracing required rel 58' intervals, PLATING BASED ON GREEN LUMBER VALUES. , Bldg Lertglh = 80.00 0, Bldg Width = 40.00 ft L= -0.20" D= -0.24" T= -0.45" gable f exposed to wind load a% ad to face. Meen mo height = 10.66 N, mph = 80 . CRITICAL MEMBER FORCES: See 'General Gable Douti ', 0002065035. Bldg Code: CBC -01 CBC Essential Facility, Dead Load = 15.6 psf TC COM(P.OUFLY TE`NS.fDUR.1 CSI . 2-3 2653(1.25y 537(1.6000.450 3-4 .2653 1.25 537((1,60 0.40 45 -3019 1.25 641 1.60 0.69 BC COMP. DUR. TENSDUR.) CSI 67 571 1. 0 TENS0.79 75 -3291.80 1905`(1.20.48 &9 -3291.60 1905(1.20.48 9-10 -571(1.6 y 2911(l.21)0.79 WB COMP. DUR. TENS.(DUR.) CSI 2.7 -493(1. 5y 17(1.60) 0.07 17 60 7971 25 0.32 _96( 3.9 98(11.80 797 1.25 0.32 4-9 .493(1.2 y 21 (1.6 )0.07 Heel 8 CSI ' Loft 0.65 ' Right 0.65 II 34 2-4 3 x 0-2-4 B1 W:508 R:960 U:-188 2 3.00 5-6 4 5 3.00 1 24-M f 6 7 8 9 10 TYPICAL PLATE: 1.5-3 3-2-4 ISHIP x 0-2-4 B2 W:508 R:960 U:-188 Plates to av Id ave ap vath ger TN I SvSterns P�atesere 20 W. unless shGwn "18'(1y8�gaa "H"(16, a.) or "M '(TWMX 205ga ), pogitioned per Joint Details ep�n. /'14/1UUti GrcleD Iates and else rarrre prates are posl9one as sho a ova. Sh Sble SMplates ors ple). WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Dr(ve_N_runaWay_L00007_JO0001 ' and done in accordenco with the current versions of TPI and AFPA dosign standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: KJD #LC = 16 WT: 147# are to be verified by the component manufacturer end/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 20.00 psf LIveDUr L=1.25 P=1.15 utilized on this design meet or exceed the loading Imposed by tho local building code and the particular application. The design assumes that the top chord F is laterallybraced bythe roof or floor sheathing and the bottom chord is laterally braced bye rigid sheathing materiel directly attached, unless otherwise TC Snow 0.00 psf SnowDur L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any , TC Dead 10.00 psf Rep Mbr /Comp /Tens ® 792 Durham DaOn Highway e wood to exceed 19%end/or use connector plate corrosion. Fabricate, handle, install virenment that will use the moisture content of Nra anca and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports aveilablo as output from Truswal software. BC Live O.00 psf 1 1.15 / 1.00 / 1.00 .1 Durham, CA 95938 'ANSI/TPI 1', YVTCA V- Wood Truss Council of America Standard Design Responsibililies,'BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (SCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: U360 Joint Details Report Truss ID: BKR1 Jnt 1 3-8 Jnt 2 1.5-4 Jnt 3 5-6 Jnt 4 1.5-4 Jnt 5 3-8 Jnt 7 3-4 Jnt 8 S=3-4 Jnt 9 3-4 Job Name: RUNAWAY WAKIV INURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND Truss ID: C01G Qty: 1 BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensionat accuracy. Dimensions Platingspec: ANSI/rP1. 1995 UPLIFT REACTION(S): 1 0-. 8-4 312 3.50" 5.50" BC 2.4DFL #1 LilyeDur L=1.25 P=1.15 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -6816 2 2- 5-4 173 3.50" 5.50" OG SLIDER 2.4 DFL #1 WEB 2x4 DFL STANDARD TC Snow 0.00 psf MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 2 -3711 Support 3 -316 3 4- 3-15 28 3.50" 1.50" GBL BLK 2x4 DFL STANDARD Rep Mbr Bnd / Comp / Tens THEY ARE BASED ON 1.5" HANGER NAILS FOR Support 4 591b 4 6- 2-11 269 3.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. - 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Support 5 -7 to 5 7-10-12 68 3.50" 1.50" Loaded for 10 PSF no -current BCLL. TRUSPLUS 6.0 VER: Ti GIRDERS. IF 2.5' GUN NAILS ARE USED,.THE Support 6 -711 6 9- 6-14 68 3.50" 1.50" Mark all interior beefing Iowtione. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Support 7 -2101b 7-11-3-0 960 3.50" 1.50" Permanent bmang is mqutmd (by others) to Install interior support(s) before erection. Support 8 -2041b 8 12-9-0 930 3.50" 1.50" prevent rotatwn/toppling. See 6CSI 1-03 and ANSIrtPI 1. Me y use adequate staples forgable blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADSI Support 9 -711 Support 10 -6 Ib 9 14-5-2 68 3.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. [+d gable bmcing required,9p 58' into vats, Support 11 -7311 10 16-1 - 6-1- 4 68 3.50" 1.50" This truss is designed using the rexposed to wind load epled to fess. Support 12 -3311 11 17-9.5 5 333 3.50" 1.50" CBC -01 Code. See 'General Gable Detaii s', C002065035. Support 13 5516 12 19-5-7 23 3.50" 1.50" Bldg Enclosed =Yes, Importance Factor = 1.15 Truss Location = Not End Zone Attach seconds Wp chord 'f shown with Support 14 -8716 -LOAD CASE #1 DESIGN LOADS 13 21- 1- 9 252 3.50" 1.50" 14 23.10- 4 400 3.50" 1.50" Hun cone Owen Line = No , F) Categgoryy C Bldg = 80.00 fl, Blog Wdlh d0.00 fl min. 2-0 (2x4) or 3$ is rtes `2x8) et )4' in Dir L.PIf LLoc R.PIf R.Loc LLRL TC 6.8 BRG REQUIREMENTS shown are based ONLY Ler�glh = Mean rp.T height = 12.24 h, mph = eo o.c. and applied notated, addition to the heal plating shown. The secondary top Vert 104.00 0. 169.00 12-0.0 0.53 TC Vert 169.00 12- 0- 0 104.00 24- 0. 0 0.5 on the truss* material at each bearing CBC Essentia Facility, Deed Load = 15.6 pal chord may be notched 1.5' foroullookers. TC Ven 72.00 24- 0- 0 72.00 25- 0- 0 0.44 MAX DEFLECTION Man): max D0 NOT NOTCH WHERE SHOWN BY I-). BC Ven 20.00 0- 6- 8 20.00 24- 0- 0 0.00 U999 MEM 12-13 (LIVE) LC 1 L= -0.01" D= -0.01" T= -0.02" CRITICAL MEMBER FORCES: TC COM(P.(DUR.y T(ENS.(DUR.) CSI 1.2 .3070.74 2-3-65(it.620yy 505 . ' 3-4 283(1.'g1.60.2510.76 3-4/ 5 45 / 2865(1.25)0.38 5-6 56(1.60yy 03 1.25) 0.80 6-7 -263(1.25y 60(1.60)0.77 BC COMP. DUR.y TENS. DUR.) CSI ' 8-9 -0OB(1.�Sy 138(7.800.28 9.10 / 0.02 10.11 / 0.02 11-12 / 0.02 12-13 / 0.40 WB COMTENS .(DUR.) CSI 11-5-6 12-0-0 -ng(P.fDyUR.y 2-i0 58677.125 87(1.60 0.33 1 2 6 7 si� sz9 i:zs o:i 6.00 2 q 4 6.00 8-12.-2891.25 6 25 57(1.60015.31 U 2-4 12 3 . t 6-4-3 R3-1 017 4-4 2-4 5-6 3-4 2-4 3-4 2-4 0-6-8 23-5-8 I4 STUB 8 9 10 11 12 13 TYPICAL PLATE: 1.5-3 OVER SUPPORT AS SHOWN 6-9-15 SHIP 0-4-3 7/14/2006 WAKIV INURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is foi an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: DriVe_N_runaway_L00007_J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensionat accuracy. Dimensions Dsgnr. KJD #LC = 16 WT: 244# are to be wrified by the component manufacturer and/or building designer prior to fabrication. The building designer must owenain that the loads TC Live 16.00 psf LilyeDur L=1.25 P=1.15 utilimd on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord F is Intensity braced by the mot or floor sheathing and the bottom chord is laterally braced by a dgid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDUr L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® 792 Durham Dayton Highway Durham, CA environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, instal and brace this Wes in accordance with the following standards: 'Joint and Cutting Detail Reports' awilable as output from T-1 software, 'ANSIRPI 1', WTCA 1' - Wood Truss Council of Amerim Standard Design Rosponsibililies,'BUILDING COMPONENT SAFETY INFORMATION'- BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 /'1.00 O.C.Spacing 2- 0- 0 (BCSI 1-03) and'8CS1 SUMMARY SHEETS' by WTCA end TPI. The Truss Plate Institute (TPI) is located of 583 D'Onofrio Ddw, Madison, TRUSPLUS 6.0 VER: Ti Wisconsin 53719. The American Forest and Paper Association (AFPA) is Iowted of 1111 19th Street, NW, Ste 800, Washington, DC 20036. BldgCode: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: C01 G Jnt 1 R3-10; 4-4 Jnt 4 3-4 Jnt 7. R3-8; 3-4 Jnt 11 3-4 Jnt 2 3-4 Jnt 5 1.5-4 Jnt 9 2-4 Jnt 12 2-4 Jnt 3 1.5-4 Jnt 6 3-4 Jnt 10 5-6 Job Name: RUNAWAY 16.00 psfLiveDur Truss ID: CO2 Qty: 10 BRIG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S): Support 1 1 0- 9- 4 926 5.50" 1.50" BC 2.4 DFL #1 WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. •20316 Su Pon 2 •2181b 2 23- 9- 4 995 5.50" 1.50" WEDGE 2.6 DFL #2 IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICSO RESEARCH REPORT #1607. THEY ARE BASED ON 1.5' HANGER NAILS FOR CBC-01 Code. on the truss material at each bearing Loaded for 10 PSF non -concurrent SCLL. I -PLY AND 3- HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Imponence Factor = 1.15 MAX DEFLECTION (Tal: Permanent brecing Is miIuired,(by others) to GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category C U999 MEM 7-8 (LIVE) LC 15 eprawnt mtationftoppling. See SCSI 1-03 nd ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. Bldg Lengpth = 80.00 ft. Bldg Width = 80.00 h L=-0.10" D=-0.12" T=-0.22" Mean moT he'g11= 12.24 B, mph = 80 CRITICAL MEMBER FORCES: TC COMP.(DUR.)/' TENS.(DUR.1 CSI CBC Essential Facility Deed Load = 15.6 par -LOAD CASE Nt DESIGN LOADS 1-2 -1478 1.25 21 53 1.80 0.53 Dir L.PIf L.Loc R.Pif R.Loc LL/TL 25 T Vert 3.4 -1419 4-5 -1582 1.25 1.25 3�4 267 1.60 0.34 1.60 0.34 TC Vert 7238 .00 240.0 72.00 25.0.0 0.44 BC Ven 20.00 0. 6.8 20.00 24-0.0 0.00 SC COMP.PUR.,,y TENS.((DUR.) CSI Typ lbs XLoc LL/TL TC Ven 80.0 116:9.0 0.44 -141( 0y31(1256(1025) 0.63 TC Ven 80.0 13-3-'0 0.44 76-7 A /b TC Ven 0.0 23.9.4 1.00 8-9 -158(1.60v 1v360I())1.25)) 0.53 WB C2301(diP.25y R.1, TE 6S) DU .) CSI 3-7-871i.60V 369 11.2510.15 3B 107(1.6gy 497(1.2 5)0.20 4.8 292 1.25 21211.Bo)0:07 11-5-8 '12-0-0 1 2 3 4 5 6.00 -6.00 80# 80#1 6 6-9-15. SHIP 0=4-3 81 B2 W:508 W:508 R:926 R:995 U:-203 U:-218 0-6-8 , 23-5-8 -04 STUB 6 7 8 9 WAKNINURead all notes on this sheet and give a copy of it.to the Erecting Contractor. This design is for an individual building component net cess system. It has been based on specifications provided by the component mbnufactumr end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions re to be wrifiod by the component manufacturer and/or building designer prior to fabdcafon. The building designer must ascanain that the bads F utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design essumos that the top chord is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bmcing 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 content of the wood to exceed 19% end/or cause connector plate corrosion. Fabricate, handle. install 792 Durham Da �on Highway and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Tmswal software, Durham, CA 95938 'ANSI?PI 1', WTCA V -Wood Truss Council of America Standard Design Responsibilities•'BUILDING COMPONENT SAFETY INFORMATION'- (SCSI 103) end'BCSI SUMMARY SHEETS' by WTCA and TPI. The Tram Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Vl4 7/14/2006 Cust: BUTCH DEADMOND WO: Drive_ N_runaway_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 131# TC Live 16.00 psfLiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 /1.00 10.C.Spacing BC Dead 10.00 psf 2-0-0 Code: CBC -01 I DEFL Joint Details Report Truss ID: CO2 Jnt 1 4-6 Jnt 2 1.5-4 Jnt 3 5-6 Jnt 4 1.5-4 Jnt 5 4-4 Jnt 7 3-4 Jnt 8 5-6 Job Name: RUNAWAY WARNING Read au notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: CO3 Qty: 2 BRGX-LOC REACT SIZE REO'D TC 2x4 DFL #1 Plating spec : ANSI/TPI -1995 UPLIFT REACTION(5) : Support 1 1- 2-12 737 HGR 1.50" 2 19- 3 4 1197 5.50" 1.50" Sc 2x4 DFL #1 WEB 2x4 DFL STANDARD SLIDER 2>E DFL #2 TC Live 16.00 psf THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, 1 -148166 Support 2 -26411, This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. THEY ARE BASED ON 1.5- HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing Loaded for 10 PSF nonconcurrenl SCLL. noted. Bmcing shown is for lateral support of components members only to mduce buckling length. This component shall not be placed in any 1 -PLY AND 3- RANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor - 1.15 BRG HANGER/CUP NOTE Permanent bracing is required (by others) to BC Live 0.00 psf BC Dead 10.00 psf GIRDERS. IF 2.5- GUN NAILS ARE USED, THE RE-EVALUATED OTHERS). Truss Location = Not End Zona Hurricane/Omen Line - No, Exp Category = C 1 HUS26 prevent ratation/topplbg. See 6CSI 1-03 end ANSI/TPI 1. HANGERS MUST BE AY PLATING BASED ON GREEN LUMBER ALLIES. Bldg Length - 80.00 ft, Bldg Width = 40.00 ft Support Connection s /Hanger s are PP (,) I () designed for horizontal Rigght Overhnnngg(s) aro not to bo removed. Mean mot height = 12.24 N, mph = 80 ' not oads. SEE SIMPSON CATALOG OVERHANG(SI MAY BE SHORTENED UP TO Right Overhang Soffit loading = 0.0 3- MAX! CBC Essential Facility. Dead Load = 15.6 psf -LOAD CASE #1 DESIGN LOADS FOR ADDITIONAL INSTALLATION NOTES psf Dir URI` L.Lec R.Plf R.Loc LL/TL MAX DEFLECTION (Span): TC Ven 52.00 1-0-0 52.0024-0-0 0.62 U999 MEM 7-8 '(LIVE) LC 19 7C Vert 52.00 24-0-0 52.00 25-0-0 0.62 BC Ven 20.00 1-40 20.00 24-0-0 0.00 L=-0.08" D= 0.09' T=-0.17" 7 lbs XLoc LL/I_ MAX DEFLECTION (cant):ic�an 80.010-9-0 0.aa U757 MEM 9-10 (LIVE) LC 18 TC Ven e0.0 13 3-0 0.44 L= 0.07" D= -0.0 " T= 0.06' CRITICAL MEMBER FORCES: TC COMPO.&yUR.y TENS .(DUR.) GSI 1-2 1-2 •1041(133y 161(10.6550))0.57 ' 2-3 -926 11.33 210 1.60 0.37 3-0 •680 1.33 145 1.80 0.44 . 45 •369 1.60 551 1.25 0.52 5 -OR 0 1.25 .25) 0.08 y23( BC R8651(i (0.40) CSI 6.7 .63(1P.60y 33 7-8 / 59211.3 10. ¢;0 .43bi; z v 412( s1,, z5 WB COMP4DUR.V TENS.(OUR.) CSI 2-7 -188 1. 5 195 1.60)0.08 'I1-0-0 12-0-0 3-7 es( .filo 357( .25a o.15 3-8 -29211.2 y 21911.6 ) 0.26 1 2 3 4 5 4.8 -88 .60 428 1 25 0.17 4-9 -12 ((1.2 y 25 (1.6 0.26' 6,00 -6,00 SLORL-1055(1.33y 182(1.80)0.07 80# 0# 1 80#1 "`YYY 6 6-4-3 3-4 3 3.5-4 0-T10-3 R:737 U:-264 U:-148 1-0-0 , 23-0-0 STUB 6 7 8 9 10 6-9-15 SHIP 0-4-3 7 tj IT vstems Plates are 20 ga. unless shown 1,)r "18"(18 pa.) "H"q6 ga.)bpr sMX"(TWMX 20g,1 pogsitioned per Joint D tails ep�rt 7I14/2O O V CirGeO pates and false frame rates are oslboneG as showrialfove. Shni 8 e stud Plates to avDld over ap vdth structural ates or s aple). WARNING Read au notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND - This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer WO: Drive_ N_runaway _L00007_J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: KJD #LC = 23 WT: 138# are to be wdfied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the beds TC Live 16.00 psf LIVCDur L=1.25 P=1.15 utilind on this design meet or exceed the boding imposed by the oral building code and the particular application. The design eswmes that the op chord F is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by. rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDUr L=1.15 P=1.15 noted. Bmcing shown is for lateral support of components members only to mduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens 792 Durham Dayton Highway Durham, -CA 95938 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brece this truss in accordance with the following standards: 'Joint and Cutting Detail Reports evailable as output from Truawal software, 'ANSIrrPI 1', YVTCA V • Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 (SCSI 1-03) entl'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report 'Truss ID: CO3 Jnt 1 3.54; 3-4; 3-4 Jnt 2 1.5-4 Jnt 3 5-6 Jnt 4 3-4 Jnt 5 3-4 Jnt 7 3-4 Jnt 8 5-6 Jnt 9 2-4 Job Name: RUNAWAY wi4HNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component menufactuier and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions _ am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must esconein that the loads utilimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Truss ID: C04 Qty: 1 BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 Web bracing required el each location shown. UPLIFT REACTIONS) : 1 4-2-12 3199 5.50" 3.04' BC 2x6 OF #1 ® See standard details (7%01087001-001 revlj. ' support 1 -5491 2 25- 3- 4 1645 5.50" 1.50" WEB 2x4 DFL STANDARD 2x4 DFL #1 2.10 Putting pe ANSIRPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -281 Ib This truss is designed using the BRG REQUIREMENTS Shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. CBC -01 Code. On the W55 Rlalerial at each bearing Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INOICATED ON THIS DRAWING, Bldg Enclosed = Yes, Importance Factor,= 1.15 MAX DEFLECTION (span)' Permanent bracing is required (by others) to Sea CSI 1.03 THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Truss Location = Not End Zone Hurricane/Ocean Line - No Eta Category - C 0999. MEM 10-11 (LIVE) LC 31 Prevent refetionttoppling. and AN51/TPI 1. and GIRDERS. IF 2.5' GUN NAILS ARE USED, THE , Bldg Lenggth = 80.00 ft. Bidg Width = 40.00 ft L= -0.08" D= -0.07" T= -0.15" BASED ON GREEN LUMBER VALUES. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Mean roo7 height = 12.24 ft, mph = 80 MAX DEFLECTION (cant) : a a + + a + a.................... CBC Essanlial Facility, Dead Load = 15.6 psf CASE DESIGN LOADS 0573 MEM 8-9 (LIVE) LC 31 OVERHANGS) MAY BE SHORTENED UP TO 3• MAX.! -LOAD #1 Dir L.PIf L.Loc R.PIf R.Loc LL/TL L= 0.09" D= 0.03" T= 0.11" Overhang So t loading = 0.0 psf TC Ven 60.00 0. 0 60.0030.0.0 0.67 CRITICAL MEMBER FORCES: .............. as++++++ TC Vert 60.00 30-00.0 60.00 31-10.12 0.67 TC COM((P.FUj/R.y TENS.(DUR.) CSI 1-2 594511.33 442(1.205)0.25 BCVert20.b0 0.0-0 a0 L2L/OR00 30.0-0 0.00 3-4 -27301.331 0.2495 " 8C Vert 935.0 6-0.0 0.50 BC van 1280.0 7-0-0 0.50 BC 8-9 -002(1, S1U/R.q�E( 60 0.94) CSI 0-11 -21511 74`(13310.4852 12.13 523(125336 y633696(1).6010.17 is- 5601.25 698(1.60)0.16 WB COMP.(DURy TENS.(DUR.) CSI 2.9 •2579(1.25 0.28 2.10 / 3509111.25) 0.53 3.10 / 597(1.33)0.23 311 -1194(1.33 0.51 411 / 57(1.33) 0.21 412 -1582(1.25V 0.68 572 / 598 1.33 0.23 312 -267(7.60 3281.25 0.54 8-13 -1462(1.2 y 244 1.60 0.79 11-10-12' i 6-14 I 12-0-0 r 1 2 3 4 5 6 7r 3_00 6.00 6.00 5-6 4-10 6- 6-6 4-3 4-4 1 3-4 4-4 4-4 x 0-3-14 3-4 8-8 3-4 8-12 2-4 B1 B2 W:508 W:508 4-0-0 R 31 9 R:1645 U4549 U:-281 935# 1280# IiL4 30-0=0 l 8 9 10 11 12 13 14 1 is sh(1ovrtTat)bve Shd[ g361e st dlatV. to a� 7-3-5 1SHIP x 0-4-3 kn,,2 2. 0734, 7/14/2006 wi4HNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component menufactuier and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions _ am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must esconein that the loads utilimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Cust: BUTCH DEADMOND WO: Drive_N_runaway_L00007_J00001 Dsgnr, KJD #LC = 31 - WT: 207# TC Live 20.00 psf LIVeDur L=1.25 P=1.15 F is laterally braced by the mof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnOwDUr L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bind /Comp /Tens ® 792 Durham Dayton Highway Durham, CA 95938 environment that will muse the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports available as output from 7ruswal softwam, ANSI/TPI 1', WTCA V • Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 11.00 O.C.Spacing 2- 0- 0 (SCSI t-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located et 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: U360 Joint Details Report Truss ID: C04 Jnt 1 4-4 Jnt 4 6-6 Jnt 7 4-4 Jnt 11 3-4 Jnt 2 4-10 Jnt 5 5-6 Jnt 9 3-4 Jnt 12 8-12 Jnt 3 3-4 Jnt 6 4-4 Jnt 10 8-8 Jnt 13 2-4 Job Name: RUNAWAY Truss ID: D01G Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFl #1 BC 2x4 DFL #1 WO: Drive_N_runaway_L00007_J00001 Plating pec : ANSIMPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF This design based on chord bracing applied the fe, lowing schedule: 1 0-1-12 303 3.50" 1.50" DG SLIDER 2x4 DFL #1 am to be,verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascortain that the bads MULTIPLE LOAD CASES. per max o.c. from to 2 5-5-12 1203 3.50" 1.50" WEB 2.4 DFL STANDARD F IF HANGERS ARE INDICATED ON THIS DRAWING, TC 24.00• 11-10.12 24.1-4 3 25-2-4 1321 3.50' 1.50" GBL 13LK 2x4 DFL STANDARD noted. By -Ing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any THEY ARE BASED ON 1.5- HANGER NAILS FOR UPLIFT REACTION(S): 4 26-7-G 6- 7- 5 24 3.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. BC Live 0.00 psf i -PLY AND 3- HANGER NAILS FOR MULTI -PLY Support 1 -1861 5 28-0-6 33 3.50" 1.50" Loaded for 10 PSF non -concurrent BCLL ' GIRDERS. IF 2.5- GUN NAILS ARE USED, THE Support 2 -187 Ib 6 29-5-7 245 3.50" 1.50" Mark all interior bearing locations. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Support 3 -205 Ile 7 30-10-7 29 3.50" 1.50" Permanent ti%vrg is required (b others) to See SCSI 1-03 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th street, NW, Ste 800, Washington, DC 20036. Install Interior support(s) before erection. May adequate hi,Vle blocks. Support 4 -23 Its - Support 5 -5 Ib 8 32-3-8 299 3.50" 1.50" pmvent rat .nitoppling. and ANSI/TP1 1. use staples BUILDING DESIGNER MUST VERIFY GABLE LOADSI Support 8 -3816 9 35-10- 4 387 3.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. (. I gable brecing raquired 2r" intervals, Support 7 E9 Ib BRG REQUIREMENTS shown are based ONLY This truss is designed using the f eurosed to wind load ap�-lied Lo fats. support 8 46 Ib on the truss material at each bearing CBC -01 Code. See'Gene.1 Gable Cetei s', 0002065035. Support 9 -150 Ib CASE #1 MAX DEFLECTION 5 an ' (p ) • U999 MEM 15-16 (LIVE) LC 15 Bldg Enclosed = Yes, 17-n- Factor = 1.15 Truss Location = Not End Zane No. Exp Category C Attach secondary topp U end (f shown)) with 24 3$ et 24' -LOAD DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LLrrL TC Vert 80.00.1.9.0 80.00 0- 0.0 0.50 L= D= 0.00" T= -0.08" Hunimne/Ocean Line - BldgLar�gglh = 80.00 ft, Bld Width = 40.00 ft min. (2x4) or pletas (241 o.c. and apphad rotated, in addition to TC Vert 68.00 0-0-0 68.00 11-10.12 0.65 -0.08" CRITICAL MEMBER FORCES: Men rwf height = 12.24 N9 mph = 80 the heel plating shown. The secondary top TC Vert 60.00 11-10.12 60.00 24- 1- 4 0.67 TC COMP.(TUR.y TENS.(DUR.) CSI CBC Essential Facility, Dead Load = 15.6 psf chord maybe notched 1.5' for outlookers, TC Ven 106.00 24-1.4 76.00 36- 0.0 0.59 1-2 -747 1. it 341 1.25} O 18 l max DO NOT NOTCH WHERE SHOWN BY (^). TC Vert 80.00 36-0-0 80.00 37-10.12 0.50 -880' 62 Vyy 8 ;0 .I5 4 BC Vert 20.00 0-0-0 20.00 36.0- 0 0.00 0 45 -118250(1.2555y 176(t.6a) 0.25 5`6 679 1.25 165 1.60 0.36 0.7 682 1.25 166 1.60 0.30 76 -123 1.60 114 8-9 •101 1.60 347 1.60 0.23 1.25 0.43 9-10 •153(1.2 )I 351.60 0.39 BC COMP-(DuR.y TENS. ii -12 -330 1.25yy 61 'UR CSI 1.60 0.14 12-13 -344 1.25y 57 1.80 0.13 13-14 471 1.25 B9 1.80 0.09 14-15 6z so e,s 1.25 0.24 1516 -971.60 1080(1.2 )0.43 18.17 66 1.60 62 1.25 0.33 17-18 1 -26 (1.2 y (1.6 )0.19 18-19 / 0.13 19-20 / 0.33 We COMP.(DUR.1,// TENS.(DUR.) CSI 2.12 0(1.60v 121(1.25 01 2-13 433(1.25 6tl 1.600.05 11-10-12 6-1-4 -1-4 11-10-12 3-13-948(1.25 - -137(1.60 14 1.8 0.11 1z��(1.z�))os1 1 2 3 4 5 6 7 8 9 10 4-14 450(91.25 82 1.60) D.O6 4.15 S4 5.15 .80,.25 .60 319 1.25)0.13 97 60 0.03 3.00 6.00 6.00 3.00 5-16 SB (7.2 14(1.611) 0.48 6-16 / 263(1.2 5)0.11 6-9- -4 -14 2-4 . 7.18 -30(1.80v 5281.25 0.21 7_,7 65,(,.2 5,, ,60�,.6a)9.,9 2-4 5-6 2-4 8.17 97( 60y 714 25 0.29 8-,8-;069lf1.25yy 80;.60)0.,5 2-4 2-4 T 461 2p _ ais 11.20 zsy 2(i�.eoj)o 2 2 i44 _ 3-4 3-4 _2_g 2-4 6-4-3 5-6 . -4 3-4 -6 2.4 6-9-10 R3-8 4 4 2 I SHIP x x 0-3-14 4-4 3-4 5-6 ,, ,, 0-3-14 _„cam• "'Fc`�;:� B1 PA 1 1i 42 36-0-0 11 12 13 14 15 16 1718 - 19 20 TYPICAL PLATE: 1.5-3 OVER SUPPORT AS SHOWN CTeled 1plat.lea^d false frame prates slfesoslho etas sh(lowrral5ove.S646hPesWd" 11ale5 to sV oVedap vnlhsWcttiral pletles or staple). 7/14/2006 WARNINGRead all notes on this sheet and give a copy of it'to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 and done in accordanco with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. KJD #LC = 18 WT: 303# am to be,verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascortain that the bads TC Live 20.00 psf LlveDur L=1.25 P=1.15 utilized on this design meet or exceed the loading imposed by the local building coda and the particular application. The design assumes that thetop chord F is latemlly braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unlesa otherwise TC $HOW 0.00 psf $nOWDUf L=1.15 P=1.15 noted. By -Ing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr End / Comp / Tens ® environment that will cause the moisture content of the wood to exceed 19% and/or causa connector plate cortosion. Fabricate, handle, install BC Live 0.00 psf 1.00 / 1.00 / 1.00 792 Durham Dayton Highway and braco this with the following entl Curling Detail Reports' avalleble as output from software, andtandar inaccordance-ori ' Durham, CA 95938 i De SAFETY INF ANSIlTPI 1', NTCA 1' - Wood Trues, Council of Amdrica Standard d Design Responsibilities.'BUILDING COMPONENT SAFETY INFORMAT ON'- TC Tru BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute fTPI) is located at 503 D'Orlofrio Orive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details. Report . Truss ID: D01G Jnt .1 R3-8; 3-4 Jnt 4 3-4 Jnt 7 5-6 Jnt 2 3-4 Jnt 5 5-6 Jnt 8 3-4 Jnt 3 3.5-4 Jnt 6 5-6 Jnt 9 3-4 Jnt 10 R3-8; 3-4 Jnt 12 1.5-4 Jnt 13 3-4 Joint Details Report Truss ID: D01 G Jnt 14. 4-4 Jnt 15 3-4 Jnt 16 5-6 Jnt 17 3-4 Jnt 18 3-4 Jnt 19 2-4 Job Name: RUNAWAY 11-10-12 Truss ID: D02 Qty: 7 BRG X -LOC REACT SIZE REQ'D TC 214 DFL #1 Plating spec : ANSIRPI - 1995 UPLIFT REIACTIONIS) : Support 1 1 0.2-12 234 5.50" 1.50" 2x4 DFL SS 5-7 BC 2x4.DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. •2801 Support 2 -2171b - 2-12 1719 5.50' 1.83' 2 6-2- WEB 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING, Support 3 •3901b 3 29- 9- 4 2506 5.50" 2.67" 2x4 DFL #1 125 THEY ARE BASED ON 1.5' HANGER NAILS FOR Support 4 -349 Ib 4 35-9-m 4 174 5.50" 1.50" Lumber sheer allowable5 are per NDS. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. GIRDERS. IF 2.5' GUN NAILS ARE USED, THE CBC -01 Code. on the truss rnatedal at each bearing Loaded for 10 PSF rwn-concurrent BCLL. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Mark Interior bearing locations. Bldg Enclosed = Yes, Impodance Factor = 1.15 Truss Location = Not En zona MAX DEFLECTION s an (P ) : Install interior se pon(sl before emotion. PLATING BASED ON GGREEN LUMBER VALUES. all Permanent bracing is required (byyothers) to Hurricane/Ocean Line = No, Exp Category = C 8, fl U999 MEM 11-12 (LIVE) LC 17 0=-0.15* T=-0.27" 5-6 prevent reletioMoppling. See BC51 1-03 and ANSIrrPI 1. Blog Length = 80.00 Bldg Width = 40.00 ht = 12.24 mph = 80 Mean roof heigN L=-0.12" CRITICAL MEMBER FORCES: 3-4 1 , CBC Essontiaf Focililyy, Deed Load = 75.6 psf COAD CASE #1 DESIGN LOADS TC COMP.(DUR.y TENS.(DUR.) CSI 1-2 -11(1.60V 1373(1.2510.84 23 135(1.60)0.66 3.5-4 Dir L.Plf L.Loc R.Plf R.Loc LUrL TC Vert 80.00.1.9.0 80.00 0-0.0 0.50 -13151.25 3.4 •1605 1.25 191.60 0.38 = TC Vert 68.00 0. 0. 0 66.00 11.10-12 0.65 45 -16941.25 231.60 0.57 5- 0-3-14 TC Vert' 60.00 11-10.12 60.00 22-0.0 0.67 55 •19871.25 0.�9 TC Vert 168.00 22-0.0 178.52 24-1-4 0.56 6-7 / 1 96(1.25) 0.84 W: 29-9-4 W:508 W: W:508 TC Vort 123.26 24-1.4 216.00 30-0- 0 0.36 TC Vert 68.00 30.0- 0 68.00 3& 0. 0 0.65 BC COMP.(OUR.y TEN%(DUR.) CSI TC Ven 80.00 36-0-0 80.00 37-10.12 0.50 a•9 •1300(1.25V 3211.6010.40 9-10 -1234(1.2 y 2 (7.6 0.31 U:-280 - 6-5-8 I I raR7 BC Vert 20.00 & 0. 0 20.00 36- & 0 0.00 11&-72 -43(1;60Y 19(8.25) 1.2 47 36 I 11•_son I U:-349 1� 12.13 -1558(1.2250y 0.32 11-6-8 ' 6-5.8 13-14 -1686 7.25 0.36 36-0-0 148ENS0.(D0.15 CSI 1 2-98 .1284f1.25yR 10 11 12 13 2-3.10 A .60V�! 24051.25)))) 0.98 7155E 3-11 -1191.60 228(1.6 )0.07 /25o5.' (4(iiis621%. 4-10 5-11 -570(1.25y 5 0.335 5-12 -1002(1.25v 0.12 &12 / 3280(1.25) 0.49 6.13 -1972(1.25y 0.23 l 11-10-12 ( 6-1-4 6-1-4 ( 11-10-12 F is laterally braced by the mf or goof sheathing and the bottom chord is laterally bmwd by a rigid sheathing material directly attached, unless otherwise - 1 2 3 4 5 6 7 Rep Mbr Bnd / Comp / Tens 3.00 6.00 6.00 3.00 1.00 / 1.00 / 1.00 ' O.C.Spacing 2- 0- 0 (SCSI 143) end'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is located at 583 O'Onofrio Drive, Madison, 5-6 TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Fomst end Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 5-8 5-8 6-4-3 MX/5-12 3-10 5-6 3-4 1 2_, -,0 3.5-4 = MX/ 12 3-10 = 0-3-14 5-6 5- 0-3-14 � 82 W W:508 6-2-12 W:508 3.00 -3.00 W: 29-9-4 W:508 W: W:508 R:234 R1719 R:2506 RA74 U:-280 - 6-5-8 I I raR7 1 11-6-8 I 11•_son I U:-349 1� 11-6-8 6-5.8 l 1 -L-1 36-0-0 1 .8 9 10 11 12 13 14 OVER 4 SUPPORTS 6-9-10 t SHIP 7/14/2006 WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current wmions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer end/or building designer prior to fabrication. The building designer must escertin that the loads utilimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord. Cust: BUTCH DEADMOND WO: Drive_N_runaway_L00007_J00001 Dsgnr, KJD #LC = 22 WT: 203# TC Live 20.00 psf LiveDur L=1.25 P=1.15 F is laterally braced by the mf or goof sheathing and the bottom chord is laterally bmwd by a rigid sheathing material directly attached, unless otherwise - TC Snow 0.00 psf SnowDur L=1.15 P=1.15 rated. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® 792 Durham Dayton Highway Durham, CA 95938 environment that will cause the moisture content of the wood to mused 19%end/or cause connector plate comtsion. Fabricate, handle, install and bmce this truss in accordance with he following standards: 'Joint and Cutting Detail Report' available as output from Tmswal software. •ANSI/rR 1'• VVTCA V- Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 / 1.00 ' O.C.Spacing 2- 0- 0 (SCSI 143) end'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is located at 583 O'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Fomst end Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: D02 Jnt 1 3-4 Jnt 4 5-6 Jnt 7 3.5-4' Jnt 2 MX/5-12 Jnt 5 5-8 Jnt 9 5-6 Jnt 3 5-8 Jnt 6 3-10 Jnt 10 MX/5-12 Jnt 11 5-6 Jnt 12 3-10 Jnt 13 5-6 SC COMP.(DUR.Y TENS. DUR.) CSI 8-9 -1217 1.25 907(1.60 0.32 9.10 -240 7.25 1100(1.3 10.36 10.11 -26 (1.2 y 114517.33 0.28 11-12 / 7795(1.39) 0. 3 12-13 / 209811.25)0.47 1314 -2029(1.25y 0.36 1415 .2163(l.25Y 0.41 2 O 20064M(' 2DUf2. 83(1 25)0.03) CSI 2-11-63((1.820�1YyYYYyII 201JI.25j) O.B4 3.12-1c229(133V 1083(1 b00)076 412 ! 19954(1.25)0.55 572 485(1.60 0.30 513 -1179(1.2 0.14 6-13 / 3 13(1.25)0.57 6-74 -2165(1.25y 0.25 11-10-12 6-1-4 6-1-4 1.1-10-12 Job Name: RUNAWAY WO: 0rive_N_runaway_L00007_J00001 Truss ID: D02A Qty: 1 4 5 BRG X -LOC REACT SIZE REO'D TG 2.4 Plefln c:ANSI�I-i995COMPO UPLIFT R EACTIONS): 6.00 1 9 8- 4 1586 5.50" 1.50" 2 29- 9- 4 2873 5.50" 3.06" 2x4 DOL SS57 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS OEg IrE'RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, 1 -247 Support 2 42916 Support 3 -3793 b SnDWDur L=1.15 P=1.15 3 35.9- 4 142 5.50" 1.50" 2x4 DFL #1 13-6 THEY ARE BASED ON 1.5' HANGER NAILS FOR This buss is designed using the ® 792 Durham Da Won Highway Durham, CA 95938 ERG REQUIREMENTS shown are based ONLY Lumber sheer ellowebles ere per NDS. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLV CBC-01.Code. (SCSI 1-03) eM'BCSI SUMMARY SHEETS' by WI'CA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, on the truss material at each bearing ' PLATE VALUES PER ICBO RESEARCH REPORT #1607. for PSF GIRDERS. IF 2.5* GUN NAILS ARE USED, THE HANGERS RE-EVALUATED OTHERS). Bldg Enclosed = Yes, Importance Factor = 1.15 Truss 5-8 MAX DEFLECTION (Span)' 11-12 LIVE LC 29 Loaded 10 non -concurrent BCLL. Install interior supporl(s) before erection. MUST BE (BY Mark all Interior bearing locations. Location = Not ErM Zone Hunicane/Ocean Line = No , Exp CategGory = C Ll999 MEM ( ) L= -0.21" D= -0.20" T= -0.41" ' PLATING BASED ON GGREEN LUMBER VALUES. Left Owrhan$) am not to be removed. OVERHANGIS) MAY BE SHORTENED UP TO X MAXI Permanent bracing is required (6y others) to ppmwnt rotetioMoppiing. See SCSI 1-03 ANSIrtPI t. Bldg Length = 80.0011, Bldg Width = d0. ft Mean roof height - 12.24 h, mph 80 . CBC EssentiafFacilityy, Dead Load = 15.6 1 = MAX DEFLECTION (Cant) Left Owrhang Soffit loading = 0.0 psf nd psf -LOAD CASE #7 DESIGN LOADS = U348 MEM 8-9 LIVE LC 29 L= 0.16' D= 0.0 " T= 0.19" 0-3-14 3-4 5-6 Dir L.Plf L.Loc R.Pif R.Loc LLrrL TC Ven 60.00-1-9-0 60.00 0- o- 0 0.67 CRITICAL MEMBER FORCES: 0-3-14 TC Ven 68.00'0-0-0 68.00 11.10.12 0.65 81 TC COMP.(DUR.y TENS.(DUR.) CSI � TC Ven 60.00 11-10.12 60.00 22-0.0 0.67 OL• 1 0 1.225 25 1.25) 0.20 W:508 3.00 7C Ven 188.00 22- 0- 0 178.52 2 -1-4 0.56 W: W:508 1-2 -0771.60 729 (1.25)0.74 R:1586. TC Vert 123.26 241-4 216.00 30. 1110 0.36 2.3 -314 1.3 64(11.80 0:60 R:142 TC Vert 68.00 30.0.0 68.00 36-0.0 0.65 34 -20551.25 0. 3 I U:-373 TC Vert 80.00 36-0-0 80.00 37-10.72 0.50 11-6-8 -- 4S -21511.25 1(1.80)0.58 1 1t -j2 BC Ven 20.00 0-0.0 20.6036-0.0 0.00 SC COMP.(DUR.Y TENS. DUR.) CSI 8-9 -1217 1.25 907(1.60 0.32 9.10 -240 7.25 1100(1.3 10.36 10.11 -26 (1.2 y 114517.33 0.28 11-12 / 7795(1.39) 0. 3 12-13 / 209811.25)0.47 1314 -2029(1.25y 0.36 1415 .2163(l.25Y 0.41 2 O 20064M(' 2DUf2. 83(1 25)0.03) CSI 2-11-63((1.820�1YyYYYyII 201JI.25j) O.B4 3.12-1c229(133V 1083(1 b00)076 412 ! 19954(1.25)0.55 572 485(1.60 0.30 513 -1179(1.2 0.14 6-13 / 3 13(1.25)0.57 6-74 -2165(1.25y 0.25 8 9 10 11 12 13 14 15 Cru c1e01platese na d false name plates aresoslho evas sh(lowrrabove Shirca�b�e sWd"plates to a0v0id ovogep with sWclu al ptatl oe staple . l/1 4/1UU V 11-10-12 6-1-4 6-1-4 1.1-10-12 This design is for an indivldual building component not truss system. It has been based on specificeliom provided by the component manufacturer WO: 0rive_N_runaway_L00007_J00001 1 2 3 4 5 6 7 TC Live 20.00 psf 3.00 6.00 -6.00 3.00 is laterally braced by the mot or near sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnDWDur L=1.15 P=1.15 5-6 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall net be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® 792 Durham Da Won Highway Durham, CA 95938 environment that will cause the moisture content of the wood to eased 19% and/or cause connector plate corrosion. Fabricate, handle, install end bmw thu truss in accordance with the following standads:'Joinl and Cutting Detail Repons' awilable as output from Truswal software, •ANSIrTPI 1', WTCA V- Wood Tres Council of Amenm Standard Design Responsibilities,'BUILDING.COMPONENT SAFETY INFORMATION'. 5-8 5-8 (SCSI 1-03) eM'BCSI SUMMARY SHEETS' by WI'CA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, 6-- 3 MX/6-14 Wisconsin 53719. The American Forast and Paper Association (AFPA) is located at 1111 79th Street, NW, Ste 800, Washington, DC 20036. 5-8 4-10 6-9-10 3-42-1 -10 3-6 SHIP t 1 = 3-10 4-10 = 0-3-14 3-4 5-6 5-6 0-3-14 81 � 4-5-8 W:508 3.00 -3.00 29-9-4. W: W:508 W: W:508 R:1586. R:2873 R:142 6-5-8 I#•_947 I 11-6-8 I rr_e�d I U:-373 11-6-8 -- - - 6-5-8 1 1t -j2 8 9 10 11 12 13 14 15 Cru c1e01platese na d false name plates aresoslho evas sh(lowrrabove Shirca�b�e sWd"plates to a0v0id ovogep with sWclu al ptatl oe staple . l/1 4/1UU V WARNINGRead an Motes on this sheet and 9%Ve a Copy Of it to the Erecting Contractor Cust: BUTCH DEADMOND This design is for an indivldual building component not truss system. It has been based on specificeliom provided by the component manufacturer WO: 0rive_N_runaway_L00007_J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions . DSgnf: KJD #LC = 29 WT' 206# ' m to be verified by the component manufacturer and/or building design,, prior to fabrication. The building designer must escertain that the bade TC Live 20.00 psf LiveDur L=1.25 P=1.15 utilized on this design meet or exceed the loading imposed by the focal building code and the particular application. The design assumes that the top chord is laterally braced by the mot or near sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnDWDur L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall net be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® 792 Durham Da Won Highway Durham, CA 95938 environment that will cause the moisture content of the wood to eased 19% and/or cause connector plate corrosion. Fabricate, handle, install end bmw thu truss in accordance with the following standads:'Joinl and Cutting Detail Repons' awilable as output from Truswal software, •ANSIrTPI 1', WTCA V- Wood Tres Council of Amenm Standard Design Responsibilities,'BUILDING.COMPONENT SAFETY INFORMATION'. BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 (SCSI 1-03) eM'BCSI SUMMARY SHEETS' by WI'CA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forast and Paper Association (AFPA) is located at 1111 79th Street, NW, Ste 800, Washington, DC 20036. BldgCode: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: D02A Jnt 1 3-4 Jnt 4 5-6 Jnt 7 3-6 Jnt 11 3-10 Jnt 2 MX/6-14 Jnt 5 5-8 Jnt 9 3-4 Jnt 12 5-8 I Jnt 3 5-8 Jnt 6 4-10 Jnt 10 5-6 Jnt 13 4-10 .Joint Details Report Truss ID: D02A Jnt 14 5-6 Job Name:' RUNAWAY 2-1110 Truss ID: D02B Qty: 4 BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 Platin spec : ANSI/fPl - 1995 THE RESULT UPLIFT REACTION(S): 1 4- 2-12 1549 5.50" 1.50" 2 29- 9- 4 2924 5.50" 3.12" 2x4 DFL SS - 5-7 BC 2x4 DFL #1 WEB 2x4 OFL STANDARD THIS DESIGN IS COMPOSITE OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 1 -241 Ib Support 2 440 lb Support 3 -3991b 3 35-9-4 122 5.50" 1.50" 2x4 DFL #1 138 THEY ARE BASED ON 1S HANGER NAILS FOR ' This truss is designed using the BRG REQUIREMENTS shown are based ONLY Lumbar sheer sllowebles am per NDS. 1 -PLY AND 3- HANGER NAILS FOR MULTI -PLY CBC -01 Code. on the truss material at each bearing PLATE VALUES PER ICBO RESEARCH REPORT #1607. GIRDERS. IF 2.5- GUN NAILS ARE USED, THE Bldg Enclosed = Yes, Imponenco Fetter = 7.15 MAX DEFLECTION (span)' Loaded for 10 PSF non-concunent BCLL. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location = Not End Zone U999 MEM 11-12 LIVE LC 29 ( ) Install InteBer support(,) befo a erec ion. PLATING BASES ON GREEN LUMBER VALUES. Mark all interior bearing locations. Permsnenl bracing is required (by others) to Hurricane/Ocean Lina = No , E� Catege = c Bldg Lerr�tggfh = 80.00 N, Bldg Width = 40.00 N L= -0.22" D= -022" T= -0.44" Left Overhang(,) ere not to be removed. prevent m elioMoppling: See SCSI 1-03 Mean mof height = 12.24 h, mph = 80 MAX DEFLECTION (cant): OVERHANGISI MAY BE SHORTENED UP TO 3' MAXI Left Overhang ffl loading = 0.0 and ANSI/TPI 1. CBC EssentiarFecilityy, Dead Loed = 15.6 psf CASE #1 DESIGN LOADS U361 MEM 8-9 (LIVE) LC 29 psf 11-6-8 -LOAD L.Pif L.Loc R.Plf R.Loc LLJTL L-- 0.14" D= 0.03" T= 0.17"Dir CRITICAL MEMBER FORCES: 1 .1( °•� TC Ven 60.00. 1.9.0 60.00 0. 0. 0 0.67 TO Von 611-10-12 0.65 02660.00 TC COMP.(DUR.y TENS.(DUR.) CSI TC Ven 60.00 1-- 22-0.0 0.87 OL -1 0 1.880 25 125 0.20Vert68.00 22056 1.2 -83941.60 2J -3 19 125 (1. 5) 0.71 1.3 97 1.60) 0 8 - TC Ven 12326 24 7- 4 216.00 34 0. 0 0.36 TO Van 68.00 30.0-0 68.00 36-0-0 0.65 34 -2115125 6( 60 0.57 ' TC Ven 80.00 360-0 80.00 37.10.12 0.50 4-5 -22121.25 58 -2035125 10(l.6a 0.57 - 0. 3 BC Van 20.00 0.0-0 20.00 36.0- 0 0.00 67 / 2401(125)0.95 BC COMP.(DUR.y TENS.((DUQ CSI , 69 -1164(1.25 871(1.61 0.32 - 9.10 •1((125 1324(1.33 0.41 10.11 -13(12 y 136 111. 10.32 11-12 8(1.60y 3365(1.33)0.66 t 2.13 / 2090(125)0.47 13-14 -2136 i25yy 0.37 ' 1415-227((1(1t2.25yyy 0.42 We CSI 2 0 ?217(11..30)/R• 36(1 b01�00. . 2) 2 2013((125))0.81 ' -it -56(111111.60211// 3-12 -19543 (12533y 2061(16.6010.84 . 412 / 1406(125)0.57 512 463(1.60 029 513 •1208(12 y 0.14 6-13 / 3902(125)0.59 11-10-12 6-1-4 6-1-4 11-10-12 614 -2199(125y 026 1 2 3 4 5 6 7 t 6-� 3 x 0-3-14 3A0 6.00 6.00 -3.00 5-6 3-4 2-1110 Read all notes on this sheet and give a copy of it to the Erecting Contractor. 3-6 This design is for an individual building component not truss system. It has been based on specifications pmvided by the component manufacturer 3-10 4-10 end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions x 3.5-4 5-6 TC Live 20.00 psf 5-6 0-3-14 F B1 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 B2 B3 4-0-0 W:508 3.00 -3.00 29-9-4 W:508. W:508 R:1549 R:2924 R:122 I 6-5-8 11.1 I 11-6-8 I 11--44n i U:-399 1� 11-6-8 -- - - 6-578 1 .1( °•� 8 9 10 11 12 13 14 15 T,rucgl I totes a^d false ame0 aa. unless sh4wn�bY "18"(1v8 ga.1 "H"(16.8gdl r "MX"(TWMX 20 gp.), poai p ned per Joint D tails apo P /14/2006 C p �r prates are poslbon as sho a ova. hl b%stud plates to av Id ova a vnth sWclural ?ares or eta le . Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has been based on specifications pmvided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. KJD #LC = 29 WT: 209# ere to be wrifled by the component manufacturer end/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 20.00 psf LIVeDur L=1.25 P=1.15 utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord F I. laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, untess otherwise TC Snow 0.00 psf SnowDur L=1.15 P=1.15 noted. Bracing shown Is for lateral support of components membem only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® 792 Durham Da Ort Highway Durham, CA 95938 environment that will cause the moisture content of the wood to exceed 19% end/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following sumdards:'Joint and Cutting Detail Reports' available as output from Truswel software, 'ANSI/TPI 1', NVTCA V • Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION' - BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Tress Plate Institute (TPI) is located et 583 D'Ormfrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest end Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, OC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: D02B Jnt 1 3-4 Jnt 4 5-6 Jnt 7 3-6 Jnt 11 3-10 Jnt 2 MX/6-14 Jnt 5 5-8 Jnt 9 3.5-4 Jnt 12 5-8 Jnt 3 6-8 Jnt 6 4-10 Jnt 10 5-6 Jnt 13 4-10 Joint Details Report Truss ID: D02B Jnt 14 5-6 Job Name: RUNAWAY WARNINURead all notes on this sheet and give a copy of it to.the Erecting Contractor. Truss ID: D02C Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 -•IPM]=PLATE MONITOR USED -Sam Joint Report- UPLIFT REACTIONS) : 1 rJ10-12 1686 5.r�" 1.50. .50 2x4 DFL SS S7 BC 2x4 DFL #1 Pfeting pec: ANSI/TPI.7995 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -262166 Support 2 -401 Ib 2 29- 9- 4 2754 5.50' 2.94" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. SupportJa5 lb 3 35- 9- 4 190 5.50" 1.50" 2x4 DFL #1 13_6 IF HANGERS ARE INDICATED ON THIS DRAWING, .3 This truss is designed 'using the BRG REQUIREMENTS shown.are based ONLY Lumber sheet allowable9 are per NDS. THEY ARE BASED ON 1.5' HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing PLATE VALUES PER ICBO RESEARCH REPORT #1607. 1 -PLY AND 3" HANGER NAILS FOR MULTIPLY Bldg Enclosed = Yes, Importance Factor = 1.15 MAX DEFLECTION S an) ' p L/999 MEM 11-12 (LVE) LC 29 Loaded for 10 PSF non-concurtam BCLL. mark ell interior bearing location. GIRDERS. IF 2.5- GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). interior before Truss Location = Not End Zone Humcene/Ocean Line = No. Exp Categporryy C BldgLength = 80.00 it, Bldg Width = d0.00 N L=-0-18" D=-0.16" T=-0.34' Permanent brecin s required (by others) to See SCSI 1-03 Install suppon(s) erection. PLATING BASED ON GREEN LUMBER VALUES. Men mol height - 12.24 ft. mph = 80 MAX CT MAX DEFLECTION (cant) pmvent roletion/toppling. and ANSI/TPI 1. CBC Essential Facility, Deed Load = 15.6 psf CASE #1 DESIGN LOADS LIVE LC 29 MEM (LIVE) Left Owrhangts) t to be removed. OVERHANG(SI MAY BE SHORTENED UP TO 3- MAX! DEFL RATIO: U360 TC: U360 -LOAD Dir L.Pif L.Loc R.Plf R.Loc LL/TL L= 0.24" D=-0.01" T= 0.23" CRITICAL MEMBER FORCES: Lae overhang ffit loading = 0.0 psf Tc van 6000-1-9.0. 60.00 0. 0. 0 0.67. TC Vert 68.00 0-0.0 68.00 11-10.12 0.65 TC COO((tt1.(SvU�R. 25 E (0.20') CSI Von 60.00 OL- 1 25 TC Ven 68 0 2TC 20. 0 178.52 24-1- 4 0.56 1-2-943(1.6tly 1393(1.2) 0.82 2.3-2690(t.3999y 0.83 TC Ven 123.26 24- 1- 4 218.00 30. 0. 0 0.36 TC Vert 68.00 30.0-0 68.00 36- 0. 0 0.65 3-0 -2018 1.33 0.46 TC Ven 80.00 36-0-0 80.00 37-10-12 0.50 4-5 -2112 1.33 0.58 SC Ven 20.00 0. 0. 0 20.00 36-0- 0 0.00 5.6 -2040 1.25 0.71 ' 6-7 / 2 36(1.25) 0.88 BC COMP.(OUR.y TENS. DUR.) CSI 8.9-1303`(1.25yy 969((1.60 0.42 11205166) 021 10.107 -104N1.2!; 1 1-1 2 / 2747(1.33 0.55 12-13/ 2089(1.25) 0.47 1314 -1766(1.25 0.34 14-15 -1918(7.25 0.39 WB COMP.((DUR.y TENS.(DUR.) CSI 2-9 -147017.25Y 213(1.60 )0.17 2-10 -21(11.620 29011.6010.09 ' 2-11 •94 1.80 23591.25 0.96 ' 3-11 E60(1.2 y 1101.60 0.08 3-12 -905 1.33 257 1.25 0.56 4-12 / 1323(1.3 )0. 0 - 2 -099(1:25 0.33 5-13 -1100(1.2 0.13 ' 6-13 1-78(1.25)0.54 11-10-12 6-1-4 6-1-4 11-10-12 6-14 -2079(1.25y 0.24 ( I ( ( 1 2 3 4 5 6 7 3.00 6.00 6.00 3.00 5-8 MX/8-16 5-6 5-8 4-10 3-4 MX/5-12 2-110 4-10 4-4 = 2-4 5-6 B_6 0-3-14 B1 B2 B3 5 8-0 W:508 3.00 3.00 29-94' W:508 W:508 R:1686 R:2754 R:190 I 6-5-8 FII _�Rv l 11-6-8 l I F_4n1 I U:-345 1� 11-6-8 6-5-8 1 10-1 36-0-0 8 910 11 12 13 14 15 t 6-9-10 t SHIP 2007 vt1- 7/14/2006 WARNINURead all notes on this sheet and give a copy of it to.the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has bean based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 and done in accordance with the current wmions of TPI and AFPA design standards. No responsibility is assumed for dimensional acmmcy. Dimensions Dsgnr: KJD #LC = 29 WT: 207# em to be verified by the component manufacturer end/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 20.00 psf LlveDur L=1.25 P=1.15 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord F 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 TC Snow 0.00 psf SnowDUr L=1.15 P=1.15 noted. anteing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bind/ Comp I Tens ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf 1.00 / 1.00 / 1:00 792 Durham Da Ion Highway end breva this truss in accordance with the following standards: Cueing Detail Reports availahle as output from Truswal sofhvam, Durham, CA 95938 ANSI/fPl 1', WTCA 1' -Wood T uss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10.00 psf O.C.Spacing 2-0-0 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, OC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID:'DO2C Jnt 1 3-4 Jnt 4 5-6 Jnt 7 4-4 Jnt 11 MX/5-12 Jnt 2 MX/8-16 [PM] Jnt 5 5-8 Jnt 9 2-4 Jnt 12 5-6 Jnt 3 5-8 Jnt 6 4-10 Jnt 10 5-6 Jnt 13 4-10 Joint Details Report Truss ID: D02C Jnt 14 5-6 Job Name: RUNAWAY WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: D03 Qty: 3 BRG - X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 DFL #1 Platin pec: ANSI/TPI-1995 THIS THE UPLIFTREACTION(S): 1 0- 2-12 325 5.50' 1.50' 2 6-2-1 2 1469 5.50' 1.50' SC 2.4 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. DESIGN IS COMPOSITE RESULT OF MULTIPLE LOAD CASES.Support IF HANGERS ARE INDICATED ON THIS DRAWING, Support 1 -18516 2 .258 lb Support 3 -187 Ib 3 29-10- 4 1030 3.50 1.50' Loaded for 10 PSF no -currant BCLL. THEY ARE BASED ON 1.5- RANGER NAILS FOR This truss is designed using the BRIG REQUIREMENTS shown are based ONLY Mede ell interior beading locations. 1 -PLY AND 3' RANGER NAILS FOR MULTI.PLY CBC -01 Code. on the truss material at each bearing Install interior suppod(s) be erection. Permanent bracing to GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Bldg Enclosed = Yes, Impedance Factor = 1.15 Truss BRG HANGER/CLIP NOTE is required (by others) mtadonnoppling. See CSI 1-03 PLATING BASED ON GREEN LUMBER VALUES. Location = Not End Zone Hurricane/Ocean Line - No, Exp Category C 3 HUS26 SuDoon ConneG6on(5)/Han08r(S) are arevent nd ANSI/rPI 1. - - End verticals are designed for axial beds errs na _ _a nma,wiu Blltlg Len th = 80.00 H, Bldg Wirtith = 40.00 8 ,., i e - o as a m NOTES U999 MEM 9-10 (LIVE) LC 1 L=-0.06" D=-0.08" T=-0.13" CRITICAL (MEMBER FORCES: TC 1-2 23 -C-7411. Og R 46701(12.6 00.49 CSI 34 -1257(1.25y _,I, 01(1.6030.58 4-5 -12391.25 194(( 1.6030.37 58 -1560 1.25 187 1.60 0.56 8C COMP.(DUR.y TENS.(DUR.) CSI 7-8 -024(1.25 54(1.600.27 8-9 -3135(1.25 y 337(1(.60 0.27 Phi 4b i160y 11534(1.2)011 50 11-12 -106 1.60 66(1.60)0.19 WB COMP. DUR.y T(ENS.SDUR.) CSI 2-8 2 9 109(11.60 y 1705(1.25) 0.15 69 3-9 415(1.25 109 1.80 0.07 4-ia 464.6N 5 �;: d0.22 5-11 -3191.25 123(1.60)0.06 6-11 -143 1.60 1536 111.2 10.62 6.12 -9821.25 136(.60)0.1/ al bads applied at 1s have not been in. A dmp4og to an wall may create e .s additional design 11-10-12 6-1-4 6-1-4 5-10-12 1 2 3 4 5 6 3.00 6.00 80# -6.00 3.00 80# 1 5-6 _ 3.5-6 3-4 5-6 5-6 CBC EssentierFedlityy, Dead load = 15.6 psf -LOAD CASE #1 DESIGN LOADS - Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Ven 80.00. 1- 9- 0 80.00 0- 0- 0 0.50 TCVed 60.00 0-0-0 60.0024.1.4 0.67 TC Ven 68.00 24-1-4 68.00 30-0-0 0.65 BC Vert 20.00 0-0.0 20.00 30-0.0 0.00 Type Has XLoc LL/TL TC Vart 0.0 0-2.12 1.00 TC Ven 80.0 15-0-0 0.50 TC Ven 800 17-6-0- 0.50 6- -3 SHIP B1 2 4 BZ 5-6 3-8 3.5-6 2-4 83 W:508 g_2_12 W:508 'HUS26 R:325 R:1469 W:308 U:-185 U:-258 R:1030 1F U:-181 r 30-0-0 , 6-0-0 7 8 9 10 11 12 STUB 7/14/2006 WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has bean based on specifications provided by the component manufacturer WO: Drive_N_nlnaway_L00007_J00001 end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. KJD - #LC = 18 WT: 185# am to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 20.00 psf LiveDur L=1.25,P=1.15 F utilized on this design meet orexceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is Iatemlly braced by the mot or floor sheathing and the bottom cord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDur L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell not be placed in any TC Dead 10.00 psf P Re Mbr Bnd / Com / Tens P P ® 792 Durham Da on Highway Durham, CA 9593E environment that will cause the moisture content of the wood o exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and bmca this tmss in accordance with the following slandards:'Joint and Cutting Detail Reports' available as output from Tmswal software, 'ANSI/rPl1',WTCA1'-WoodTmssCouncilof America Standard Design Responsibllities,'BUILDINGCOMPONENT SAFETY INFORMATION'- BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2-0-0 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located et 583 D'Onofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington. DC 20036. Bldg Code: CBC -01 IDEFIL RATIO: U360 TC: U360 Joint Details Report Truss ID: D03 Jnt 1 3-4 Jnt 4 5-6 Jnt 8 2-4 Jnt 11 3.5-6 1 J Jnt 2 3.5-6 Jnt 5 5-6 Jnt 9 5-6 Jnt 12 2-4 Jnt 3 5-6 Jnt 6 3-6 Jnt 10 3-8 Job Name: RUNAWAY Truss ID: D04 Cust: BUTCH DEADMOND Qty: 3 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 BC 2x4 DFL 01 Plating spec : ANSI/TPI -1905 THIS DESIGN IS THE COMPOSITE RESULT OF and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Required bearing widths and beamg amas app1( when truss not supported in a hanger. 1 0- 2-12 328 5.50' 1.50" 2 6- 2-12 1457 5.50' 1.50' WEB 2x4 DFL STANDARD - MULTIPLE LOAD CASES. TC Live 20.00 psf LFT REACTIONS) 3 29-10- 4 989 3.50" 1.50' PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF no -current BCLL. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 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 Support 1 -1801 Support 2 •256 Ib BRG REQUIREMENTS shown are based ONLY Markell interior bearing locetions. 1 -PLY AND 3• HANGER NAILS FOR MULTI -PLY TC Dead 10.00 psf Support 3 -173 Ib on the truss material at each bearing Install Interior supports) before erection. GIRDERS. IF 2.5- GUN NAILS ARE USED, THE 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 This truss is designed using the BRG HANGERICLIP NOTE Pennanont bracing is required (by them) to rownt rotationftoppling. See CSI 1-03 HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN LUMBER VALUES. TRUSPLUS 6.0 VER: T6.5.2 CBC -01 Cod.. Bldg Enclosed - Yes, lin trance Factor = 1.15 3 HUS26 and ANSI?PI 1. Truss Location =Not End zone Support Connection 5 /Han er S are PP () g () not desiggne�d for horizontal Toads. Hurricane/Ocean Line = No, Exp Cateqory = C Borg H. SEE SIMPSON CATALOG Lon ih = 80.00 Bldg Width = 40.00 ft Mean root he'�9ht= 12.24 N, mph = 80 FOR ADDITIONAL INSTALLATION NOTES C8c Essontiaf Facilityy, Dead Load = 15.6 psf -LOAD CASE #1 DESIGN LOADS MAX DEFLECTION (span) : U999 MEM 9-10 (LIVE) LC 1 ) Dir L.PIf L.Loc R.Plf R.Loc LL/TL TC van 80.00.1-9.0 80.00 0. 0. 0 0.50 L=-0.06" D=-0.08' T=-0.13" TC Vert 60.00 0. 0. 0 60.00 30-0-0 0.67 CRITICAL MEMBER FORCES: BCVert20.00 0-0.0 20.00 30-0.0 0.00 COMP 44TI25(053•) CSI - Ibis TC 1-2 -U 2.i -739 1.R 7.25 18 1.6 0.48 Vert 0.0 0-2.12LL/TL 00 TC Ven 80.0 15-0. 0 0.50 3-4 -1244((1.25 4S •1223`1.25 2101.60 2101.60 0.60 0.36 TC Vert 80.0 17-6-0 0.50 SA •1724(1.25 241 1.60 0.37 BC COMP.IDUR.y TENS.(DUR.) CSI 7-0 299(1.25y 8-9 -299 1.25 56(1.60)0.27 34( - 9.10 -76 1.60 01.60150.27 137 (1.2 10.44 10.11 -12 (1.6 y 1473(1.25)0.45 11-12 -124 1.60 1476(1.2510.36 ' WSTENSo(DOU 5.) CSI -1COMP.PUR.y 2-9 •100 1.60 1689 1.251)0.69 3-9 -4071.25 107(1.600.07 3-10 -380 1.2 y 129 1.6�) 0.31 4.10 -75 60 550(.25 0.22 S70 515(1.25yy 1911.6)0.38 5-11 / 179(1.25)0.07 11-10-12 6-1-4 12-0-0 1 2 3 4 5 6 3.00 6.00 -6.00 80# 80# 5-6 - 6-4-3 t5-6 3-4 .3.5-6 SHIP 1 3-4 4-4 Srl _ 1`71 0-3-14 5-6 3-8 1.5-4 0-4-3 2 ESS/ W W:508 6_2_12 R:328 W: W:508 R:1457 *H US26 W:308 J . U:-180 U:-256 R:989 A. 1i 9 0� U:-173 J. ._ 7 8 9 10 11 12 V 11.- CN�ee I latetsea^tl falsee are 20 W. unless shGv/ft b '18'(18 as "H'(16, ga.�b�e sled �llates io a� bad o ve povnth sUuciurel plat leis cr s�ple . �I14/200 6 pl�tes are posltione�as showd9a ove. hl Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It hes been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr. KJD #LC = 18 WT: 1734 am to be wrifi.d by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the leads TC Live 20.00 psf LiveDur L=1.25 P=1:15 F utilimd on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes 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 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 rated. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd I Comp / Tens ® 792 Durham Da on Highway Durham, CA 95838 environment that will =use the moisture content of the wood to exceed 19% and/or muse connector plate corrosion. Fabricate, handle, install end bracethis truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSIRPI 1', WTCA 1' - Wood Truss Council of America Standard Design Responsibili0es,'BUILDING COMPONENT SAFETY INFORMATION' • BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 (BCSI 1-03) and 13CSI SUMMARY SHEETS' by WTCA and TPI. The Tmss Plate Institute (TPI) is located at 583 D'Omfrio Driw, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The Ame 1cen Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: D04 Jnt 1 3-4 Jnt 2 3.5-6 Jnt 3 5-6 Jnt 4 5-6 Jnt 5 3-4 Jnt 6 4-4 Jnt 8 2-4 Jnt 9 5-6 Jnt 10 3-8 Jnt 11 1.5-4 -1 V Job Name: RUNAWAY 1-2 2-3 -109(1.620 Truss ID: D04G Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 BC 2x4 DFL #1 Plotirg pec: ANSI/fPl - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF This dealgn based on chord bracing applied following 1 0. 1-12 395 3.50" 1.50" 2 3-10-10 294 3.50" 1.50" DG SLIDER 2.4 DFL #1 MULTIPLE LOAD CASES. per the schedule: mafrom to 3 5-514 38 3.50" 1.50." WEB 2x4 DFL STANDARD GBL BILK 2x4 DFL STANDARD IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5• HANGER NAILS FOR TC 24.00• 11-10-12 18-0-0 UPLIFT REACTIONS) : ' 4 7-1 1 323 3.50" 1.50" PLATE VALUES PER ICBO RESEARCH REPORT #1607. 1 -PLY AND 3• HANGER NAILS FOR MULTI -PLY Support 1 -12816 5 8-8 5 32 3.50" 1.50' Loaded for 10 PSF non -concurrent BCU.. GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Support 2 St Ib 6 10-3-8 27 3.50" 1.50" Mark all interior bearing locations. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Support 3 -641b 7 11-10-12 502 3.50" 1.50" Permanent bracing is required (b others) to Install interior suppon(s) before erection. Support 4 -561b 8 13 8- 3 79 3.50" 1.50" prevent mtalioMoppling. See SCSI 1-03 and ANSIrrPI 1. May use adequate staples for 99 bre blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! Support 5 6 Ib Support 6 -4 lb 9 15-5-9 71 3.50" 1.50" PLATING BASED ON GREEN LUMBER VALUES. (*) gable bracing required Ca158- intervals, Support 7 -881b 10 17- 3-0 783 3.50" 1.50" This truss is designed using the If exposed to wind bad ap-lied to face. Support 8 -7 Ib 11 18- 9.0 721 3.50' 1.50' CBC -01 Code. see General Gable Detai s', 0002065035. suppon 9 6 ro 12 20- 5 2 68 3.50" 1.50" Bldg Endosed = Yes, Importance Factor =.1.15 Truas =Not End Zone Support 10 -137 Ib 13 22-1- 4 68 3.50" 1.50 Location Hurricane/Ocean Lina = No, Ev Category= C Attach socontlerytopp chord (if shown)) with min. 24 (2x4) or 36 plates (2A1 a124' Support 11 -128 Ib Support 12 -6 It, ' 14 23- 9- 5 221 3.50" 1.50" Bldg Length = 80.00 ft, Bldg Width = 40.00 ft h, o.c. and applretl related, In atldi ionto Support 13 S Ib 15 25-5-7 45 3.50" 1.50" 16 27- 1- 9 192 3.50" 1.50" Maen roar heghl = 12.24 mph 80 CBC EssanBel Facility, Deed Load = 15.8 psf Iha heel plating shown. The secondary top cnoId may be notched 1.5- for oullooka" SUDDan 1d -3B Ib Support 15 -141b 17 29-10- 4 203 3.50" 1.50" max DO NOT NOTCH WHERE SHOWN BY (---). Support 16 61 Ib BRIG REQUIREMENTS shown are based ONLY Support 17 .1 041b LOAD CASE #1 DESIGN LOADS on the truss material at each bearing Dir L.Plf L.Loc R.Plf R.Loc LLITL MAX DEFLECTION (span): TC van 80.00-1-9-0 80.60 a a O 0.50 U999MEM 9-0 (UVE)LC 1 TCvert 68.00 0-0.0 133.0018-0-0 0.65 L- -0.02' D= -0�02' T= -0.03' TC Ven 133.00 18-0.0 68.00 30-0-0 0.58 BC Ven 20.00 0-0-0 20.0030-0.0 0.00 TC .) CSI C20M((P.(SUR.Y TE.60 1-2 2-3 -109(1.620 OAR 24)(1.2)0.51 34 -12(3(1.60 51(511.2)510.52 4-5 56 -10(1.60 1.61 .46 23196(126)00.29 8-7 10711.60y 480(1.25) 0.61 7-8 162 1.60 14111.60) 0.59 BC COMP.(DUR.Y TENS.(DUR.) CSI 9.10 447(1.25Y 9161.60 0.37 10.11 / 0.02 11-12 / 0.03 12.13 / 0.02 13.14 / 14-15 / 0.02 0.29 WB COMP. (DUR.y TENS.(DUR.) CSI 2-10 -278 1.25 0.03 2-11 433 1.25 128(1.6010.18 3-11 323 312 -2241.25 1.25 0.05 85(1.6010.14 4-12 649 6.13 466 1.25 1.25 103 1.60 0.32 159 1.60 0.23 7.13 .4401 440 1.25 151 1.60 0.25 7.14 -1801.25 (SCSI 1-03) and'8CSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orwfrio Drive, Madison, 0. 6-3 1= 0-3-14 3-4 2-4 5-6 3-4 2-4 3-4 2 4 3-4 2-4 f� ) 30-0-0 I 9 10 11 12 13 14 15 TYPICAL PLATE: 1.5-3 2 J-4-3 OVER CONTINUOUS SUPPORT 6- -3 SHIP bus: latae ^a ilaite freme0 9a. unless shq�� "18"(18 9a.1 "HY16, a.) or "MX'(TWMX 20 q1p), po�siGpon09 per Joint Details apo P ) 7/14/2006 Clyde pet ( plates are position as shtnvfsalfove. Sh Able stud Plates to avoid ove a wi sWctural later or sta le . WARNING Read an notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND, This design is for an Individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_N_runaway_L00007_J00001 end done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS KJD #LC = 16 WT: are to be verified b the component manufacturer and/or building designer y ponen ng g prior to fabrication. The building designer moat ascertain that the bads g nr: 300# F utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf LiveDur L=1.25 P=1.15 is laterally braced bythe roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf $nOWDUf L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 10.00 psf Rep Mbr Bnd / Comp /Tens ® 792 Durham Da� on Highway environment that will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standarda:'Joint and Cutting Detail Reports' available es output from Tnuswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Durham, CA 9593 8 'W 'ANSIrfPI1',TCA1'-WoodTrussCouncilofAmodcoStandardDesignResponsibililies,'BUILDINGCOMPONENTSAFETYINFORMATION'- BC Dead 10.00 psf O.C.Spacing 2-0-0 (SCSI 1-03) and'8CSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orwfrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street.NW, Ste BOO, Washington, OC 20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/360 Joint Details Report Truss ID: D04G Jnt 1 R3-8; 3-4 Jnt 4 1.5-4 Jnt 7 3-4 Jnt 11 5-6 • 4" .. Jnt 2 3-4 Jnt 5 3-4 Jnt 8 R3-8; 3-4 Jnt 12 3-4 Jnt 3 5-6 Jnt 6 1.5-4 Jnt 10 2-4 Jnt 13 3-4 Joint Details Report Truss ID: D04G Jnt 14 2-4 P1 Job Name: RUNAWAY. VNAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: GOT Qty: 1. ERG X -LOC REACT SIZE REQ'D 1 0- 2-11 1317 1.50" TC 2.4 DFL #1 BC 2x8 DFL #2 Plating spec : ANS IrrPI.1995 THIS DESIGN IS THE COMPOSITE RESULT OF Re ired bearing widths and beadn areas to g truss in I5.38"HIGR 2 5-8-1 8-12 1280 HGR 1.50" WEB' 2xA DFL STANDARD PLA PER ICBO RESEARCH #1607. MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, a when not supported a hen angor. pp y Pponed g UPLIFT REACTION S) Support 1 -374 I� BRG REQUIREMENTS shown are based ONLY 9VALUES REPORT Dreine a must be vided to owid pondi THEY ARE BASED ON 1.5' HANGER NAILS FOR Support 2 -364 lb on the truss material at each bearing Permanent bracing is required (byy others) to 1 -PLY AND 3' RANGER NAILS FOR MULTI -PLY This truss is designed using the BRG HANGER/CLIP NOTE 2 "HUS26 prewnt rotationnoppling. See 8051 1-03 and ANSI/TPI 1. End verticals are designed for axial loads GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED VALUES. CBC -01 Code. Bldg Enclosed = Yes, Importance Factor - 1.15 Support Connection(s)/Hanger(s) are only unless noted otherwise. ON GREEN LUMBER Truss Location = Not Ernl Zone Hurricane/Ocean Line = No, Exp Category = C not deligred for horizontal IOadS. g SEE SIMPSON CATALOG Extensions above or below the truss profile Bldg Le Ih = 80.00 ft, Bldg Width = 40.00 B FOR ADDITIONAL INSTALLATION NOTES ((r any naw bean ides��gg ae for loads fndico?ed only. Rorimntal loads applied at Bldg Code: CBC -01 Mean moi rter'ghl = 10.06 «, mph = 60 CBC Essential facility, Doed MAX DEFLECTION (span) the and of the extensions new not been Load = 15.8 psf -Conn CASE 7/1 DESIGN LOADS (LIVE) U999 MEM 5-6 LIVE LC 1 considered unless shown. A drop4eg to'en Dir L.PIf L.Loc R.Plf R.Loc LLrrL L= -0.01" D=-0.01' T=-0.02" otherwise unwpported wall may create a hinge effect that requires additional design TC Ven 52.00 0.0.0 52.00 570. 8 0.62 SC Vert 390.00 0-0.0 390.00 5-10.8 0.42 CRITICAL MEMBER FORCES: consideration (by o ars). TC COMP.(DUR.y TENS.fDURJ CSI 1-2-1115((1.25yy 0.111 ' 2-3 -1115(1.25y 0.11 BC COMP.IDUR.y TENS.(DUR.) CSI 4-5 0((1.255yy o.zs ' 5-0 0(o.90y 0(1.80)0.32 ' WB COMP. DUR.y TENS.(TUR.) CSI 1.4' -761(1. 5y 0.09 15/ 1306 1.25) 0.53 ' 25- -147(1.25y 221.60 0.04 35- / 1297(1.2 )0. 3 3-6 -740(1.25y 0.09 2-0-6 2-4 il 2 9 131 B2 W:506 •HUS26 R:131't 5-10-8 W:308 U:-374 4 5 6 R:1280 U:-364 unless VNAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BUTCH DEADMOND This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_N runaway_L00007_J00001 end done in accordance with the current wisions of TPI and AFPA design standards. No responsibility is assumed fordirrensional accuracy. Dimensions ' ere to be wdfred b the ae y component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Ds nr. KJD #LC = 15 WT: 45# g TC Live 16.00 psf LIVeDur L=1.25 P=1.15 F ut.r-d on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Door sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnoWDUr L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to roduce buckling length. This component shell not be placed in any 'TC Dead 10.00 psf Rep Mbr Bnd / Comp / Tens ® 792 Durham Dayton Highway Durham, CA 95938 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this Wss in accordance with the following stardards:'Joint and Cutting Detail Repons' aveilable as output from Truswal software, 'ANSIrTP1 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION- BC Live 0.00 psf BC Dead 10.00 psf 1.00 / 1,00 / 1.00 O.C.Spacing 2- 0- 0 (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 O'Onofrio Driw, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin $3719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1 Bldg Code: CBC -01 DEFL RATIO: U360 TC: U360 Joint Details Report Truss ID: G.01 Jnt 1 4-4 Jnt 2 1.5-4 Jnt 3 4-4 Jnt 4 2-4 Jnt 5 7-8 Jnt 6 2-4 Jul' 10 OE 01:21p ,w Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty. ne Vdds REQUEST TO USE PEX WATER PIPE P•4 Building Division approval required prior to the installation of PEX wager pipe Permit Number'. A.P.N. Data: Property Address: 5 61 City /-Fa 4,%' Zip q o PEX Manufacturer: �'«�G ����G��-` _Manufacturer's Phone Number: SES?,43,C Installer's Name;�P "Ie'` W, 5 e0A—S �-installer's Phone Number: request approval to use PEX water pipe at the above address. I �Gr. Y G•%'l ������A� a PrIrIAName Owner's Signatur Date .1 Contractor's Signature Date License Number Under Section 301.2 of the California Plumbing Code (Altemative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viable alternative -under the -following conditions and requirements: 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listings and installation instructions. 3. A copy of the installation instructions must be made available to the field inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage. 5. All penetrations in or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy separation or firewall). Approved by: _ Date: l _�61 Administrative Authcrity Distribution - Building File - Property Owner - Contractor ]�S� REPORTTM ICC Evaluation Service, Inc. www.icc-es.org DIVISION: 15—MECHANICAL Section: 15140—Domestic Water Piping , REPORT HOLDER: VIEGA N.A., INC. 3 ALFRED CIRCLE BEDFORD, MASSACHUSETTS 01730 EVALUATION SUBJECT: ESR -1837 Issued May 1, 2005 This report is subject to re-examination in one year. Bushu sslRegional Office ■ 5360 Workman Mal Road, Whdtier, Caffornia 90601 ■ (562) 6990543 Regional Office a 900 Montdair Road, Suite A. Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Ofte ■ 4051 West Flossmoor Road, Country Club H9Is, III'inois 60478 ■ VW) 799-2305 VIEGA N.A., INC., PUREFLOWTM PEXCELTM AND FOSTAPEXTM TUBING AND PRESS SLEEVE FITTING SYSTEM 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 /ntemational Plumbing Code® (IPC) ■ 2003 Intemational Residential Code® (IRC) ■ 2003 IAPMO Uniform Plumbing CodeTM (IAPMO UPC)' Properties evaluated: ■ Temperature and pressure ratings ■ Physical properties ■ Drinking water system component -health effects 2.0 USES The Viega NA., Inc., PureflowTM PexcelTMand FostapexTM cross-linked polyethylene (PEX) tubing and press sleeve fitting systems are used in potable hot- and cold -water distribution systems. 3.0 DESCRIPTION 3.1 Tubing: The Viega N.A., Inc., PureflowTM PexcelTM and FostapexTM tubing products are manufactured from crosslinked polyethylene (PEX) materials satisfying NSF 61, as well as ASTM F 876 and ASTM F 877. PureflowTM PexcelTM tube is black in color, and is available in nominally/.-,/,-,'/,,-, and 1 -inch (9.5, 12.7, 15.9, 19.1, and 25.4 mm) sizes in coils ranging from 150 to 1000 feet (45 720 mm to 304 800 mm) in length, and in straight lengths of 20 feet (6096 mm). FostapexTM tubing is PexcelTM tubing with the addition of an aluminum layer and an outer coating of polyethylene. FostapexTM tubing is silver in color, and is available in'/2-,3/4— and n'/2,3/4and 1 -inch -diameter (12.7, 19.1 and 25.4 mm) sizes. The'/2 and 1/4 -inch (12.7 mm and 19.1 mm) diameters are available in 150 -foot -long (45 720 mm) coils, and all sizes, including the 1 -inch -diameter (25 mm) size, are available in 20 -foot -long (6 096 mm) straight lengths. The outer layer of the FostapexTM tubing must be removed with a tool supplied by Viega NA., Inc., before a pipe/fitting joint is made. Viega N.A., Inc., tube and fitting products are pressure -rated for 100 psi (689 kPa) at 180`F (82'C), for a standard dimension ratio of 9. The standard dimension ratio is the ratio of tube outside diameter to the wall thickness and is constant for all Viega N.A., Inc., tube sizes. 3.2 Fittings: The same fittings are used for both PexcelTM and FostapexTM tubing. The fittings are bronze, insert -type, and are used with an external stainless steel press sleeve. The fitting shall be installed in the end of the tubing by installation of the stainless steel press sleeve over the tubing and insertion of the bronze insertfitting. The stainless steel press sleeve shall then be pressed onto the tube and fitting with a proprietary ratchet -style tool that is supplied by Viega N.A., Inc. The tool only releases from the fitting once the full compression is exerted on the fitting. The fittings comply with ASTM F 877 and are illustrated in Figure 1. Fittings shall be attached to tubing in strict accordance with Viega N.A., Inc., installation instructions. 4.0 INSTALLATION 4.1 General: Viega N.A., Inc., tubing and fittings shall be installed in accordance with the manufacturer's published installation instructions and this report. Where differences exist, the instructions in this report shall govem. 4.2 Water Distribution: Horizontally laid pipe shall be secured in such a manner that temperature -induced expansion and contraction are accommodated. In jurisdictions enforcing the IAPMO UPC, PEX tubing shall not be installed within the first 18 inches (457 mm) of piping connected to a water heater. 4.3 Inspection of Water Distribution Piping: Installed tubing shall be pressure -tested and inspected as required by Section 606.6 of the IPC, Section P2503.6 of the IRC or Section 103.5 of the IAPMO UPC. 5.0 CONDITIONS OF USE The Viega N.A., Inc., tubing and fittings described in this report comply with, or are suitable altematives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Tube and fitting systems shall be manufactured, identified and installed in accordance with this report, the applicable code and the manufacturer's published installation instructions. Manufacturer's published installation instructions shall be furnished to the code official. The instructions within this report will govern if there are any conflicts between the manufacturer's instructions and this report. F$ REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Aere is no warranty by ICC Evaluation Service, Inc., express or implied as to any furding or other matter in this report, or as to any product covered by the report AXPAC.eah F"W= Copyright © 2005 Page 1 of 2 Pa& 2 of 2 ESR -1837 5.2 When installation is in fire -resistance -rated assemblies, evidence of compliance with IBC Section 712 (penetrations), UBC Section 709 (walls and partitions) and UBC Section 710 (floor/ceiling or roof/ceiling), as applicable, shall be provided to the code official for approval. 5.3 Viega N.A., Inc., tubing and fittings shall be protected from exposure to direct sunlight. Tubing and fittings shall be protected from physical damage with an oversized flexible corrugated sleeve at structural mass penetrations and when the tube is uncovered. Annular spaces between sleeves and pipes shall be filled or tightly caulked in an approved manner. 5.4 During placement of cover over the tubing, the tube shall be maintained at the greater of 1'/Z times the working pressure or 100 psi (689.4 kPa). 5.5 Each installation shall 'be pressure -tested for leaks in the presence of the code official or the code official's designated representative. 5.6 Clearances from heat -producing equipment shall be in accordance with Section 503.7.7 of the 2003 International Fuel Gas Code®, or Section M1306 of the IRC, as applicable. 5.7 The minimum cold bending radius is six times the outside tube diameter. The outside diameter is the nominal diameter plus'/, inch (3.2 mm). 5.8 The tubing is manufactured by Hewing GmbH in Ochtup, Germany, and the fittings are manufactured in Attendorn, Germany, under a quality control program with inspections by NSF International (AA -633). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature. 6.2 Data in accordance with the ICC -ES Acceptance Criteria for PP, PEX, and PEX-AL-PEX Tube and Fittings Used in Radiant Heating and Water Supply Systems (AC122), dated March 2005. 6.3 A quality control manual. 7.0 IDENTIFICATION 7.1 Pipe: The Viega N.A., Inc., PureflowT" PexcelTm and FostapexTm tubing covered by this report shall be labeled every 5 feet (1524 mm) with the manufacturer's name and/or trademark (Viega N.A., Inc.), nominal tubing size, potable water designation, standard dimension ratio (SDR 9), material designation (PEX), pressure and temperature rating [180'F @ 100 psi (82'C @ 689 kPa)], ASTM F 876/F 877 designation, mark of the third -party inspection agency (NSF International), the evaluation report number (ESR -1837), and the evaluation report number of the tubing manufacturer (Hewing GmbH; ER -5421). 7.2 Fittings: The Viega N.A., Inc., press sleeve fittings covered by this report shall be labeled with the Viega N.A., Inc., trademark, potable water designation, nominal size, product code, and ASTM F 877 designation. Packages of fittings shall bear the Viega N.A., Inc., name, product name, model number and the evaluation report number (ESR -1837). FIGURE 1—VIEGA PRESS SLEEVE FITTINGS 'Uniform Plumbing Code is a trademarked publication of the Intemational Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. X40,^1 PHO"1E NO. Sep. 17 2006 11:54PM P1 ------------- ',;:ev Deadmond successtully participated in a Viega ,. training session to( PufcFlow Plurntiing Syst6=- Jack Dillon 'Trainer'.. OSID2foA :• t]ate :. Jul 1,0 06 01:21p v Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO; ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/cIds REQUEST TO USE PEX WATER PIPE p.4 Building Division approval required prior to the installation of PEX water pipe Permit Number: r�'Lob 6� A.P.N./ - yz -3� Date: Property Address: S U % e�i�AOiu+ �� City 9&c /`� Zip 9I Vi56A PEX Manufacturer: y'""G �������-�� Manufacturer's Phone Number: c�`✓^�%-'t�3� .��d� Installer's NameDe-& oAel A ti� e0kla Installer's Phone Number: ,5-Z!''0'Fa7 De -04 'y� request approval to use PEX water pipe at the above address. Pi Name Owner's Signatur Date i .-- Contractor's Signature Date License Number Under Section 301.2 of the California Plumbing Code (Alternative Materials and Methods) the Administrative Authority may allow the use of PEX tubing for both hot and cold potable water distribution. After careful review of all the information submitted and additional surveys of other jurisdictions allowing the use of PEX tubing, we have come to the conclusion that PEX tubing is a viab!e alternative under the follo!nring conditions and requirements: 1. All PEX piping must be listed and approved by ICC, IAPMO or other nationally recognized testing and/or listing agency. 2. All PEX piping installations must comply with the manufacturer's listings and installation instructions. 3. A copy of the installation instructions must be, made available to the field inspection staff on site. 4. All PEX piping shall be kept clear of recess light fixtures, heat conducting flue vents, ducts or other materials that could cause physical damage..' 5. All penetrations In or through fire rated assemblies shall be protected with an approved listed system. Submit evidence of such listing prior to the installation of all piping. (Including manifold/s installed in the garage occupancy sepa Or firewall). Approved by: _ _ Date: Administrative Authority Distribution - Building I e — Property Owner - Contractor J�S�REPORTTM ESR -1837 Issued May 1, 2005 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. BushxssRegional Office m 5360 Workman Mal Road, whber, Cardbinia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.icc-es.org Regional Office a 4051 West Fbssmoor Road, Country Club Hals, Illinois 60478 a VW) 799.2.105 DIVISION: 15—MECHANICAL Section: 15140 --Domestic Water Piping . REPORT HOLDER: VIEGA N.A., INC. 3 ALFRED CIRCLE BEDFORD, MASSACHUSETTS 01730 EVALUATION SUBJECT: VIEGA N.A., INC., PUREFLOWTM PEXCEL- AND FOSTAPEXTm TUBING AND PRESS SLEEVE FITTING SYSTEM 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 Intemational Plumbing Code® (IPC) ■ 2003 Intemational Residential Code® (IRC) ■ 2003 IAPMO Uniform Plumbing CodeTm (IAPMO UPC)' Properties evaluated: ■ Temperature and pressure ratings ■ Physical properties ■ Drinking water system component—health effects 2.0 USES The Viega N.A., Inc., PureflowTm PexcelTmand FostapexTm cross-linked polyethylene (PEX) tubing and press sleeve fitting systems are used in potable hot- and cold -water distribution systems. 3.0 DESCRIPTION 3.1 Tubing: The Viega N.A., Inc., PureflowTm Pexcellm and FostapexTM" tubing products are manufactured from crosslinked polyethylene (PEX) materials satisfying NSF 61, as well as ASTM F 876 and ASTM F 877. PureflowTm PexcelT"" tube is black in color, and is available in nominally 3/e-, '/2-, 3/4-, and 1 -inch (9.5, 12.7, 15.9, 19.1, and 25.4 mm) sizes in coils ranging from 150 to 1000 feet (45 720 mm to 304 800 mm) in length, and in straight lengths of 20 feet (6096 mm). FostapexTm tubing is PexcelTm tubing with the addition of an aluminum layer and an outer coating of polyethylene. FostapexTm tubing is silver in color, and is available in1/17,3/4- and /2,3/4and 1 -inch -diameter (12.7, 19.1 and 25.4 mm) sizes. The'/2- and 3/4 -inch (12.7 mm and 19.1 mm) diameters are available in 150 -foot -long (45 720 mm) coils, and all sizes, including the 1 -inch -diameter (25 mm) size, are available in 20 -foot -long (6 096 mm) straight lengths. The outer layer of the FostapexTm tubing must be removed with a tool supplied by Viega N.A., Inc., before a pipe/fitting joint is made. Viega N.A., Inc., tube and fitting products are pressure -rated for 100 psi (689 kPa) at 180'F (82'C), for a standard dimension ratio of 9. The standard dimension ratio is the ratio of tube outside diameter to the wall thickness and is constant for all Viega N.A., Inc., tube sizes. 3.2 Fittings: The same fittings are used for both PexcelTm and FostapexTm tubing. The fittings are bronze, insert -type, and are used with an extemal stainless steel press sleeve. The fitting shall be installed in the end of the tubing by installation of the stainless steel press sleeve over the tubing and insertion of the bronze insert fitting. The stainless steel press sleeve shall then be pressed onto the tube and fitting with a proprietary ratchet -style tool that is supplied by Viega N.A., Inc. The tool only releases from the fitting once the full compression is exerted on the fitting. The fittings comply with ASTM F 877 and are illustrated in Figure 1. Fittings shall be attached to tubing in strict accordance with Viega N.A., Inc., installation instructions. 4.0 INSTALLATION 4.1 General: Viega N.A., Inc., tubing and fittings shall be installed in accordance with the manufacturer's published installation instructions and this report. Where differences exist, the instructions in this report shall govern. 4.2 Water Distribution: Horizontally laid pipe shall be secured in such a manner that temperature -induced expansion and contraction are accommodated. In jurisdictions enforcing the IAPMO UPC, PEX tubing shall not be installed within the first 18 inches (457 mm) of piping connected to a water heater. 4.3 Inspection of Water Distribution Piping: Installed tubing shall be pressure -tested and inspected as required by Section 606.6 of the IPC, Section P2503.6 of the IRC or Section 103.5 of the IAPMO UPC. 5.0 CONDITIONS OF USE The Viega N.A., Inc., tubing and fittings described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Tube and fitting systems shall be manufactured, identified and installed in accordance with this report, the applicable code and the manufacturer's published installation instructions. Manufacturer's published installation instructions shall be furnished to the code official. The instructions within this report will govern if there are any conflicts between the manufacturer's instructions and this report. REPORTS— are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Aere is no %arranty by ICC Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as to any product covered by the report Copyright 0 2005 0 PNOM ee�er,004 warn QmrrumY Page 1 of 2 Page 2 of 2 ESR -1837 ' "r5.2 When installation is in fire -resistance -rated assemblies, evidence of compliance with IBC Section 712 (penetrations), UBC Section 709 (walls and partitions) and UBC Section 710 (floor/ceiling or roof/ceiling), as applicable, shall be provided to the code official for approval. 5.3 Viega N.A., Inc., tubing and fittings shall be protected from exposure to direct sunlight. Tubing and fittings shall be protected from physical damage with an oversized flexible corrugated sleeve at structural mass penetrations and when the tube is uncovered. Annular spaces between sleeves and pipes shall be filled or tightly caulked in an approved manner. 5.4 During placement of cover over the tubing, the tube shall be maintained at the greater of 1'/2 times the working pressure or 100 psi (689.4 kPa). 5.5 Each installation shall be pressure -tested for leaks in the presence of the code official or the code official's designated representative. 5.6 Clearances from heat -producing equipment shall be in accordance with Section 503.7.7 of the 2003 Intemational Fuel Gas Code®, or Section M1306 of the IRC, as applicable. 5.7 The minimum cold bending radius is six times the outside tube diameter. The outside diameter is the nominal diameter plus'/, inch (3.2 mm). 5.8 The tubing is manufactured by Hewing GmbH in Ochtup, Germany, and the fittings are manufactured in Attendorn, Germany, under a quality control program with inspections by NSF International (AA -633). 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature. 6.2 Data in accordance with the ICC -ES Acceptance Criteria for PP, PEX, and PEX-AL-PEX Tube and Fittings Used in Radiant Heating and Water Supply Systems (AC122), dated March 2005. 6.3 A quality control manual. 7.0 IDENTIFICATION 7.1 Pipe: The Viega N.A., Inc., Pureflow"" PexcelTm and FostapexT" tubing covered by this report shall be labeled every 5 feet (1524 mm) with the manufacturer's name and/or trademark (Viega N.A., Inc.), nominal tubing size, potable water designation, standard dimension ratio (SDR 9), material designation (PEX), pressure and temperature rating [180'F @ 100 psi (82`C @ 689 kPa)], ASTM F 876/F 877 designation, mark of the third -party inspection agency (NSF International), the evaluation report number (ESR -1837), and the evaluation report number of the tubing manufacturer (Hewing GmbH; ER -5421). 7.2 Fittings: The Viega N.A., Inc., press sleeve fittings covered by this report shall be labeled with the Viega N.A., Inc., trademark, potable water designation, nominal size, product code, and ASTM F 877 designation. Packages of fittings shall bear the Viega N.A., Inc., name, product name, model number and the evaluation report number (ESR -1837). / i j��i(Ifgly� FIGURE 1—VIEGA PRESS SLEEVE FITTINGS 'Uniform Plumbing Code is a trademarked publication of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. FROM , J�N-77 ti T PHONE NID. Sep. 17 2006 11:54PM P1 V and successfully p@jrticipated in a Vicgga „ K .'.,:4rs�„� training session f0f RumRow pluhil ing syswms. Jg}i pttton .Trainer.: ''�'� `� 05103m4 Qate A:.. 9406645 countu i LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS Q n, �,,•�,�, s CLAY CASTLEBERRY, Director =.1t 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Teleohone: (916) 534-4541 H. W. McDONALD Deputy Director July 28, 1982 George Stuart RE: Building Permit 7202 Balcom Canyon Road A.P. # 41-42-35 Moorpark, CA 93021 f Dear Mr. Stuart: With reference to the above subject, -we have been advised by one of our building inspectors that you have not obtained the required permits and inspections from this office for the work you are doing as follows: Constructing a structure on your property located off Clark Road, Paradise. Since permits and inspections are required. by both State and County laws, please contact this office within ten (10) days of the date of this letter, submit two (2) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until you obtain these permits and are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected•and approved. Your cooperation in resolving this matter would certainly be appreciated. Should you have any questions concerning this matter, please contact this office. Yours very truly, Clay Castleberry Director of Public Works z� fO✓ J.F. Glander JFG:dd Chief Building Inspector cc: Building Inspector ,Paradise Assessor .�.d�.� 9,s C4 C 9 �J,Y 57o/.f6 iN PLANNING DIVISION - BUILDING PLAN APPROVAL Use: S� Date: Parking: scapi apiOno L Other. Signature: Y' V rr S C 7, -5 -y�-35 G BUTTE COUNTY DEVELOPMENT �I Y SERVICES v v FIN tat 15% kdlsr.olw--q � �� \ } � �� � � \ . ( �.| `. \ } /� }\ � tat 15% kdlsr.olw--q D b r r Ag 18 ZU w N. 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Assessor's Parcel Number F21 H ELI EFQ1 — U a El Scale: 1" -r1n / Owner Name J uski ("Y "n n ac D Address/ Phone No. 34 L0-0-e-,-4X1l cyan; q54-7 -S 5502 Site Location 6 U- 4,7 - kh llicul I Contact: Name - V—" ,� � a u—�D Phone 531) jai a214 OcWw a 2003 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: 1 ;N��R 41-42 1110/ft N. %r � SEC. 22 T. 2/ N. R. 3 E. M.D. B. s M. y2I.'B A, Co�N,D6 1 5 F4 o SEC 1 1 ',`• N. 4S .77L�C_ — _7rr.fT'ilElf. 12.INAtIAIWE r. • r Y ' CMI m,. � , � ► rrre ar , ��ll QR ^ -- _ .33 ' 47 ] 2 4i � • 1 J 74847 13.36 AC ( 9.978 AC 52 .31 ,tI� 49 _ lz9At wzAAt T : ` lJ ' .ent r / NEST IR.N1l It"£ CAN CREEK aV! - : tote uJ. • ' / _ uaJw . - � �- N, 134.79 - ,l . it." Ac 2344 AC A. . O r / �1 9374 !te i.NAC Ler RUNIN'AY ROLA . , —_ 1 /� J.•.f1,I)© 7 M1.R YN rMW Mt AEI�M�EIr ME /rtlrr•1Mr : l.7lAa 1. R71s , .M.tM — IfrM 7979971,. r M 7muY 19 wd m M v • � ._.._ 2�..rrwt7 �l3 9ttNM�IAwVMtE tw 77119rw 8979998 RUNAWAY �lue �i,7Wr 7l Y11T f797gM Nrr97>t9, / Assessor i Map No. 4/-42 County of Butte, Calif. CII E.RtREEN SV/ AYENIE9. M.I.R. 9K/t2-J9.N/Ar 4.17.7/ 'OENaE►:11.74 OLIEAR CREEK lN. we"A.R. 97/7!, r-Ef-If - t 0 s i II ` AP ROVED ,.1779► Li t County► �..�.► I / -70 Environ ental Hea<tn14pil xt Si nat 0. � I 1i\I��', ` 0 N �F Z O d, t Toa Z4 )(K INN7W 022 N0. luum E:LlArwnm EV REVISIONS I SY i scalel Dawn 8hest I Of Shuts 111.. 1. .iA.a .•... .... .. 1. r .. .. ... .. • .. r... ...•. •aa .w. •....... .... •. •..... .... • ....-. ..w.x. ._. w,.x•... •.. ... w., .... . .. .. �. MMACIE LL SCHEDULE SMEAR WALL SCHEDULE 4X8 Thermo -pip structural grade 4X1 Thermo -ply structural grade • All work to comply with the 2001 Edition O Sheathing w/ 16ga., i" crown, Sheathing w/ 16ga., 195 crown, the- e Cslifos'ssl:s /+" 1 s Plumbing and galvanized staples, 1 ' legs galvanized staples, 1 /+ legs J Mechanical Codes. lUl electrical wos"a to @ 3" o/c edges, 6" o/c Heid. @ 3" o/c edges, `" o/c fields tonally with the 19" ltii%liom of the locational ler Ell -1439, attached. her ERAS 1439, attached. Electrical Code. • �owlie smoket!el+tct�►te� pars Sec. 3�IOrtt9s CmBiC. 2 i/2" Gyp. !d. wrl 5d cooler nails Ste pianlcsles. for top plate nailitng, anchor • P*ewldo 4;JrJ as pisoteetien In idtcheay OA-_ sronss, � Z" o/c blocked, 4" o/c un -blocked. bolts, hold downs and required straps/framing sage and out2doo�r receptacles. ^ 4'-O" 2 sides, 81'-O" 1 side. clips or special :sailing. � pa • !udder to terft all dimes Mons in Held Welorkv) T to work. An h --- lunsbes ti bye Dou las Sirs #2 ani betters unless not" otherwise. • Grande to slope away Emus fova latloaa an(d ade�sate i:si>tra�te shorn l.e prrvlded for. • An natung not z. i cancan cane& out to comply with Table 23:1-1ialM 2. • an w+ote'h to be as etei Iran a meet and Wa►rlaaaaa- do Yike o� TAIRLE 23 -1141 -3 -NAILING SCHEDULE' _ N. Iniac to fail,;; pirfer. urenail _.. _— . -_ -+ �2•� 2_ lridging to joist, toenail a ach ani _ - _!34d (25 men x 152 now) sulefN■r or less to each joist face nail __ _ • -.-_ - -- 3-W `i _ ; f i 4 Wider than I' x i" (23 mm x 152 mm) subONr ra each joist. fact nail ••_ — • -.16d 5. 21 (51 mm) s ab[loo N joist or :icier. Mind and fete sail16 - (�` \ -..•�---------'_--•- 1 at li= ia1MS am> i solIII nr e plate to'oiu a pieal fres uai: 3.1N tier ]b' (401 nm) i tc riate to joist a biociig. a Yraei_all 7. lip plate to uod. end mill . _.._ .-- . .. —• 4 _Sd, t■enil 0 2-16d, end tail C Stud to soft plate 4 .. ,�_ lfi at 2Y (i I0 m1n) o.c. it A� 9. Double studs, race nail _. .._ _ .. - 1 W u li' (oral mn) o.c. W-4 (ir' 10. Dsubld top �tates Ktiical face nail C•lid 1 Double top p ates, lap apii[ee ...• - 3•id 11. blocking betwnn juists o r rufters to top plate. nenail , _ _— Sd as 6' 032 nam} Door _ � P 17_ Rim joist to top plate. tecraaii .• _ , .— ' •"—"' •' 2.16d S 13. Tep plates. laps and int_trs.edions. lace mail .. .. .. -- 1tSd al )6' (401 no) o.C. sAn_adt Mgr 1 , -• _ •- f 14. <bntinutws ►caller, cobra plates .3-L'd r 15 Cu.ling joists to plate, toenail - - •---• ""' - 4-" lb. Ceottnuns hada to ntrY, loenall _ .._ .. . --.. 3 ,� % 17 Ccilingjoists. rapsw•arpaninions.raeenail_•,___ 11 Ceiling joists n µrallei rafters. face nail ^_ •, •_,-___ ._-• � ___ .. _ If. Rafter n plate, toewil _ 3•Sd _ 20. 1' f25 nm) brace to each send and plate, fax nail --• i" (23 mm at 20; men) sheathing a less a each fearing.ttett nil _ 22. Wick, than 1- x >r In men r. 203 nn) sheatidnti to cacti bearieli face nail _ _ 23. Built-up caner sends - - I W at 24' (610 n-) o e. 1 — _- _ Y4. built-up ginfer and beams 20d at 3 (0 U nn) O.C. at roti and Bunn and sta�ercd 2.204 al reds and a such Spline .__._ -'• 3-16d at each fearing 23.2"(Slmm) planks10 26. Wage!structural panels Send pa I Subfloor and wall sheaf W03 (v heaming): t f/ "(12.7 tram) and less� c 1f/h_•-lh" (15 mm•1! enm) fN As, i(r / mm•25 mm) 200 or ids(W32 men)/ Combination sub0oorunderlay■ient (n Gaming) s s/a (11 t T) mrd less I,5 j ,/ lel=1' (22 mm -25 nam) .. ._... .... 1W a W f"f� WF lt@ =1f/n" (2! mm•3!2 mm) 27. hml aW; (In framing} Y J!±� (12.7 man) or team % 16 mm 2i. Fiferkurd sheathinpy a Al2* (1? Net. 11 7 mm) t � IMC 1Jo. 1i;a. 1 t s!1 O mot) No. U pa s No. lip.i '1! Intcritx sclinr wit _ /t (9.5 mm) . ... _ f0.nlmun or box wits may be iused except where otherwise saint lNedh :µted a 6 inches (152 Imm) on renter at ed)tes, L' iixies (305 nn) at intermediate suppurts except n inches (15? nae) at t0 supports whcre spans ars �. _ .411 im ties (12151 mm) or moree. For roiling of woes tlwtn'el p rclw And particleboard diaphragms and shear alls, rifer to Sections 2313 3.3 and 2-115.4. Ya wall shathie3 nay he onnmmal. box a easing. v tCft I o reformed shark. tCnmmtm. tDcfnrmed shank. Camwnn-resistant Siding or casing naiht tonf�nnias N tfie re/uireme■ls of Sectio 2301.3. \)��.•• 'Fasteners stiattd 3 inches (7i mn) on renter Id extenor edges and i ioehes (132 mm) n anter ar intermedtue e. l\l Cturoxion-raistam reof)tt; mile wile, 3/td ineh_dianeter (Il nm) head and !t/±•inch (31 tom) length fa 4 inch t37 am) sha■i!n■g and 13/4i■dl (M mm) `V r lea;th fix 25/3riseh (20 nn) sheathi■Nconfoming to the requirements of Section 23W.3. v Conutirn-resisram staples with nominal /]a•itech (I I mm) c and t 4t inch (21 an) leagih fa 1/rInch (t'_.7 int) shell" and ) t!± -inch (33 moor) length Lar 8 n /3rinch (20 m) shouthing conforming •o the re,uinme■ts of Semen 230-4.3. haral su*'ort: at li inches (4D6 mm) (20 inches (i0t oro) i(strengh axis i■ the Ing direction of the µnal, urden nberwie narked}. Casing or finish Win \ sryoed 6 inches ((52 mml n ry■ 1 e ges 12lnches (303 nn) ori mtermNiate suppru friend auppons at 24 inches (i10 nm). Gsing or finish nits spaced i inches (152 nm) oa panel edges, LS inches (305 ran) at inerrnedute s■ppora. M x►o 51 l .: oQ- 64LO ori �'.. Z0' Ski ZX4 10",hr-11059 d2d i 2 09t' 611!� U l�anG t� ltd r,►.� J�AJ IN x n PNKrM ON MM 1t1Md1 CLEAIMIIIIIIIfir gar Al- PAVrJ-5 o�►%T '4fV6S14C 20' u1, KlQ` A K, l ' 7 01 4 -tom dP 1010 ZE V V D 4�- / Q'►P. 2 let 4 O A Fel (_M) L1VIniG T?aeM \ S0 � � ��)/i i6'lzn ? V'� 4x6 -y► _ - _ _ z=�" 50-p/' O SU s _ to. .. ` f�1 !!rr G L► ,of j t i �- i �a •' arc[, �1�S�Gr3, lD o,G, ��2 � +► i ' A,40 APO ir (�.It �a 11 leu guls • �� � .a}Ea g'�► 411e0H Jejuaw nnu3 )(luno a} a3A021ddV _ REVISiONS BY Z 0 M wy�tim, ZvN k a� X30 k ~ b H a W xN WQ�M O MO 0 b N A N v a" M : ■ � IN � v Q k t1f�1 0 PON y a li its 0a� LA o p �w H Q v W Q, r Date t/ Scale to, Dawn Job &" Shat all— O! Sheets If