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079-270-087
s ' I 079-270-087 05-2414 - -. 079-270-087 OG -0602 ROBINSON, DENNIS & KIMBERL. � -: ROBINSON, DENNIS 35-%7 FOOTHILL BLVD 3S7% FOOTHILL BLVD, OROVILLE AG EXEMPT PERMIT CONT: OWNER ELEC SERV 079-270-087PG-0798 ROBINSON, DENNIS TJV.1 3 -5 77 FOOTHILL BLVD, ORO V I LLE Cont: BERRY CONST 9 -as NEW SINGLE FAMILY 3�S 1 Z -q BUTTE COUNTY PERMIT /1 DEPARTMENT 0'F DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION - 'AND 'AND SUBMITTAL REQUIREMENTS o 24 HOUR INSPECTION#: OROVILLE- (530) 5384636 : CHICO: (530) 891-2834 $P OFFICE #: (530) 538-7541 A FEE [FILL BE REQUIRED AT TIME OFAPPLICA TION. BIN # Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Na 42//7•! .qq����� Mr. -5 Address ,Q 306 Civ-11DUi ./ State Zpqs;9,al Phone,5—,T37 Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name City Address '7 - City Sfatet�47( Zip Phone ''$ fax E-mail Map Book U -- /�%5?' Clas 2 ARCHITECT/ENGINEER Name Address D �tJX 3 JCo2 City State zip 9s�; 7/ Phone - Fax E-mail State license Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLIC T SIGNATURE X For office use only: AP#Q eo 7 Zoning S Flood Zone WORKER'S COMPENSATION— - SRA es No OCC. LENDING - AGENCY Type Const. V Subdivision Name Map Book Page Lot # Planner Date Approved: 3j PROJECT LOCATION AP#Q eo 7 Prop rty Addr17c . B1(/G—t Cross Street • I WORKER'S COMPENSATION— - Policy Number Carder P IfWrfng anyone ofhetMan license contractors, a certificate of worker's compensation must be shown of fire time ofpermitissuance. LENDING - AGENCY Name - Address Description or Scope of Work: Sq FT- Livin GarageOpen Co O 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 fae 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 by: Amount ��/ (!�, odg C " SRA Receipt # ` Sheriff _ SMIP n � V r Other �. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning SUBMITTAL & PERMIT REQUIREMENTS .The following drawings and specifications must be submitted to the Building -Division in order to apply for a per it: INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED., ALL PLANS MUST BE LEGIBLE AND IN INK. / 1. Site plan�g3 `r 4 sets, signed by the preparer of the plans. No graph paper! [Y. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR / Engineered plan(gbr4 sets, with wet signature on plans AND 2 sefs.of stamped and signed calculations. 3. Engineered truss details and -layouts in du lica a (if required). No faxesl 4. Energy compliance design and supporting documentation in du 'cat@.. ❑ 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, 6. all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in f6plicate. (D) Floor Worker's Compensation Carrier and Policy Number: 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 ,• Q 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 review4May 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). - 0 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). ❑- 7. Worker's Compensation Carrier 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 tike 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 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 **PLEASE PRINT CLEARLY** APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone Book Fax E-mail PlannerDate Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Book Fax E-mail . PlannerDate State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Addres�o^1 1 ��V� , LIT Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # PlannerDate Approved: OVER FOR S.UBMITTALREQUIREMENTS PERMIT NO. BIN # LOCATION AP# �346 -dao -XF Addres�o^1 1 ��V� , LIT CiD Cross Street 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 Description or Scope of Work: . Foot4e ❑ 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. oQ Received by:Amount: ��SQ Bldg /-�. SRA Receipt #:0% fir_ l[� 1 v Sheriff 613 10 rt -K` SMIP Other Date:,5 -tn (- �,� Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND ININK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). o. 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ ' 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KIFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 ' r _ Butte County Department of Development Services. IN O T I- S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 vnvay.¢uttecounty netidds RES IDSENTIAL APN: Permit No. { 079-270-087 06-0798 , Owner. _1. ROBINSON, DENNIS, ` �%OOTHILL BLVD OROVILLE I Site Address. t Cont: BERRY CONST''' Contractor. NEW SINGL&FAMILY yr Type of Permit_ D � 060Z We 5At.. . � x {il " � OFFICE COPY Bldg Permit: 1 Address: n v r i V • ,` ` ' GAS BY r t Electric By. r. , _ Date: ),_ § SPECIAL CONDITIONS CHECKED BY 1 � SRA a ❑ FLOOD CERTIFICATE EQUIRED _ ❑ FIRE SPRINKLERS REQUIRED j' ❑ SPECIAL INSPECTION ITEMS 9 Q VERIFY ❑ USE PERMrr CONDITIONS QSTANDARD HOUSING LETTER LL ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE •; DATE JOB FINALED: ' ' o T SIGNATURE: = OK MANUFACTURED HOMES MISCELLA'NE0US DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FalUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat 0 or LPQ 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 8. Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation Q 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE ID E C K S -C O V E R S'C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils -Sz-DpthSpacing-CnnctrsSteeI 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trussesy 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings , 12 Braced Wall pnls '- 1 DATE POOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; S teel-Cnnctns -Thickness Dead Men -lining 4 Elec RcptclslL6ng; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Hbr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Bakes-EndsrsTrilboards-Insulin 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 0 0 °' i i Pool Drawing OK Not OK RESIDENTIAL (Single. & Duplex) _ DATE JUN[XE RFLOOR DATE IPLUMBING ing-Setbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 1ZF�g Main; Soils-Elec Grnd I - Ftg Opth B'% 54 Wtr Pipe; Test & Anchr-Nail Prtctn Ftg Garage; Soils-Steel-Elec Grnd �1j' . Ftg Opth, 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Vg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc mwalls Main; Steel -Blackouts -Wrapped 57 Test Tub & Shwr, 2nd flr - Tub-Acc Stemwalls Garage; Steel-Btockouts-Wrapped 58 Gas Pipe-, Sz & Anchrs :R61 Hold Downs and Special Anchrs59 Fi Sprinkler;'Test 7 lab, Steel Wrapped a and Gas Piping P's -Frplc Ftg-Steel 20.0] ( r 1 • ; Fall -Fitting -Test -2 -way CIO -Sewer Test Gas Pipe; Sz Anchrs-Sz Test Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL •1? P/enums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 44/ rdersSills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16_ Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE FIN 18 Walls Studs -Nailing Spacing & Braces-PlatesSound E,;c45teps-Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 1 rage; abv-flr-Ducts-Mech Prtctn 22 Headers & BeamsSz & Bearing 6 Be m Exiting 23 Hangers -Post Caps-Anchrs-Cnnc ns ath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc ec Trim & Subpnl, Breaker Sts & Labels _ 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 7ilrl �jrs. Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74-Frptc-or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 74-Elec Outlets at Wood PnI, Int & Ext 29 Prprty Line Firewall & Opngs 76-KTcffn, Fxtr &. Appinc; Grnd-Air-Gap-Cooking Clmc. 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdnn-Rise-Run-Landing-Fire Prtctn Outlets & Rcptcls at Ktchn Counter 711-Gafage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80,Wt7- iff- Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stu o Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3- drain 35FGieArea Glass Prtctn-SkyLts-PlasticElec & Mech Eqp Listed for Loon alls; Nailing -Bolts 8�Rcptcls in Garage (GFI) Romex rrtctn nt/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 8 n�dn—Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters OYes QNo 87, Stucco Brown -Finish scnnct, Elec-Plmb 8n9 ^� is abv Roof, Plmb-Appinc-Frplc-DIrnc to Opngs DATE JELECTRICAL 99-WtrWell, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr Clrnc-Ins Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 3 u AW 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 VntllLn-lbru House 42 Sz Boxes & No Of Cndctrs Stapled lass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94-G ec ions from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 96� ass T t -Meters Tagged, Gas Flet 45 Gmdng Electrode Bond Gas & Wtr 96, trr&& Sewer Cnnctd-D/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 n�E�er v Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑CU orOAL 98'Address Posted AC Wire Sz ga OCU or DAL 99. Fire Sprinkler 48 Range Circ ga CU or AL 'Oven Circ g..D CU or ❑ AL ' �- C,41 Insulated Neutral Oyes ❑No 11 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CImcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector " r `&SULATION CER'T'IFICATE Job Number: 9137 RAY BERRY CONSTRUCTION FOOTHILL BLVD., OROVIILLE CA Contractor/Owner Name Job Address (street, city, state) MUTTE County Subdivision Name DESCRIPTION OF INSTALLATION , x 1. ROOF Material: Thickness (inches): 2. 3. '4. 5. Lot Number Brand Name: Thermal Resistance (R -Value): I Material: Fiberglass Thickness (inches): 1 61/4 SLAB FLOORIPERIMETER Material: I Thickness (inches): I i Perimeter Insulation Depth Inches: I A. h 6. FOUNDATION WALL `^L Material: Thickness (inches): I I Brand Name: I Knauf Thermal Resistance (R -Value): 1 19 I Brand Name: Thermal Resistance (R -Value): I Brand Name: Thermal Resistance (R -Value): I 1 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 1, Certificate of Compliance, where applicable. :+> _ ,.. ' �' _ • , 1,31&4 lChico Insulation •& Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or ' - General Contractoi (Co. Name) or Owner 'Item Number's' Signature and Date Installing Subcontractor (Co. Name) or General Contractor,(Co. Name) or Owner , f CEILING Batt or Blanket Type: Fiberglass Brand Name: I Knauf Thickness (inches):1 12 I Thermal Resistance (R-Value):1 38 I Loose Fill Type: I Fiberglass I Brand Name:1 Knauf I - Minimum Installed Weight/ft 1 .569 1 lb ,. Minimum Thickness: I 13 1 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 1 38 1 EXTERIOR WALL , 'f Frame Type: A. ' Cavity Insulation Material: I Fiberglass Brand Name: I Knauf Thickness (inches):1 51/2 I e Thermal Resistance (R -Value): I 21 1 ` B. Exterior; Foam Sheathing Material: �T ' Brand Name: . Thickness (inches): I I Thermal Resistance, (R -Value)- ii • .,sem{; �, .. "RAISED FLOOR 4 Material: Fiberglass Thickness (inches): 1 61/4 SLAB FLOORIPERIMETER Material: I Thickness (inches): I i Perimeter Insulation Depth Inches: I A. h 6. FOUNDATION WALL `^L Material: Thickness (inches): I I Brand Name: I Knauf Thermal Resistance (R -Value): 1 19 I Brand Name: Thermal Resistance (R -Value): I Brand Name: Thermal Resistance (R -Value): I 1 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 1, Certificate of Compliance, where applicable. :+> _ ,.. ' �' _ • , 1,31&4 lChico Insulation •& Fireplaces Item Number's Signature and Date Installing Subcontractor (Co. Name) or ' - General Contractoi (Co. Name) or Owner 'Item Number's' Signature and Date Installing Subcontractor (Co. Name) or General Contractor,(Co. Name) or Owner , f A California Corporation , t' .October 10, 2001, Mike Vierra BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, CA 95965 RE: Dennis Robinson APN 036-220-175 Foothill Blvd. Future Building Pad . Dear Mr. Vierra: ;' -`T'7� .X" k .i� l.r� ''-�r - .�zy ,-.r �•��'.. Vii.; �V� Ion G: Bro"wn RECEIVED OCT 12 2001 BY: Enclosed are Relative Density Tests taken on engineered fill placed on the above referenced future building pad. Fill .material is native light brown gravel clay silt. Compaction tests were taken on lifts as the fill was constructed by Robinson Construction Company. Equipment used in placing the fill included a 613B scraper, dynapac vibratory sheep foot compactor, 14G grader and a water truck. Lifts were moisture conditioned as they were placed. Representative test results -indicate the•fill has been compacted in excess of 90% Relative Density per ASTM 2922 nuclear gauge method and was observed. to be structurally stable and suitable for a single family residence and bam. If -you have any questions please call our office. Very truly yours,; VES JO, BA ENGf EERIN �U�p,OGorge 41 N0 S.245_7�8 , Exp. 12=31-01 `Alan G. Brown, ' ;,Principal Engineer s•',qr C�V1L oQ��c OF:CAV4 cc: Dennis Robinson; Enclosure �' �� • • • 2060 Pdrk Aven � � Y;' x - P.O. Box j576«`b% # 01-021 Oroville. CA 959§5 (530) 534-1911` ^ ` (530) 533-6457 ,r FAX (530) 534-0908 Y - Relative Density Tests Taken on. Future Building Pad. Test Date Location Relative In-place Density Moisture X 1 9-18-01' :-5' 93% 12.8 2 9-18-01 -50 95% 13.1 3 9-18-01 -51 96% 11.8 06toli6r.1 0,2001" 9-24-01 -41 95% 16.5 5 9-24-01 -30 98% 17.3 6 9-27-01 -19 99% 15.1 7 APN 036-220-175 SG 98% 17.6 Foothill Blvd. 9-27-01 SG 96%, 16.5 Butte County ASTM D1557 Test Relative Density Tests Taken on. Future Building Pad. Test Date Location Relative In-place Density Moisture 1 9-18-01' :-5' 93% 12.8 2 9-18-01 -50 95% 13.1 3 9-18-01 -51 96% 11.8 4 9-24-01 -41 95% 16.5 5 9-24-01 -30 98% 17.3 6 9-27-01 -19 99% 15.1 7 9-27-01 SG 98% 17.6 8 9-27-01 SG 96%, 16.5 ASTM D1557 Test Material Maximum Dry Density Optimum Moisture Content.* .-Brown Gravel 118.5 pcf 14.4% Clay Silt BBA 01-057 psi sl —to . 500'U 1 o -v" &ct f 'Z'z �4 :-;' AT, Pi A .:-t Al" 17 �j' r1b t Nm =-77771 0"t 77 'Pi WE R110 t � tZl' /V 0 V 91 •"(39 165• 1 16 I 5OAc 6 �c I,- Q� 36. 1479 44 89 g., _iC 330.01- 1, 36 11-3 z I to 36 1 2 P'. — 49AC llln�l 67"14. Her, ot Q C71 f 17 2e 20.6 3 -4al Clq • At 6& ill4l '_U At Q 9g, _'N , .� T -Tv&% 48 A.r 16.46Ac 'oma )3,163) 4516i - �Lj 1/0 4 6' . . I .,p 641 3 7 -215 95 P'M it- it ).F� IdQ l'i ',do 91 .�rt;C.14 -/0.'/ 56G 4 .318, j 7 Q: L5 9 3 L5 9. C� 0.) 3 c 0 (122 x5 7' 40 766AC' -Ad 124 co no 'C'031 10A'C. 4. AC. 9, 90 "17 1? 7 t; 34 7j)j 3 4 1 4 AC: 4 -0 1.9 !CO. %n t6.255Ac 91 3.01A, 3.01A—C V -D C' 3OZAC 19 6.3'* �ca -S I—, jrr 63 6 53 ;IV r AC. 2 .7 84'.:( 5AC 3.9 P Acl. to- P)W 9 4 75,* RS as,.'3 961 199, C.. Ps . s: r 4A r hg� - Y r Asses*sor's. Map',-.-, d.-"36-�22: rc, — --------- BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT h- 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060798 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/22/2006 APN: 079-270-087-000 the Business and Professions Code, and my license is In full force and effect. License class: License Number: Site Address: 3577 FOOTHILL BLVD ORO Map Index: Date: Contractor: Description: NSF(2706)GAR(1472)COV(940) OWNER -BUILDER DECLARATION I 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: ROBINSON, DENNIS permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P.O. BOX 2306 signed statement that he or she is licensed pursuant to the provisions of OROVILLE CA the Contractor's State License Law (Chapter 9 commencing with' Section 95965 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any (530) 533-0742 violation of Section 7031.5 by any applicant for a permit subjects the dr_retlred@hotmall.com 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 Applicant: ROBINSON, DENNIS Code: The Contractors' State License Law does not apply to an P.O. BOX 2306 owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one burden (530) 533-0742 year of completion, the owner -builder will have the of proving that he or she did not build or improve for the purpose of dr—retired@hotmail.com sale.). 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 Contractor: 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.). ❑ `I am Exempt under Article LheBusiness an sions Code -06 Owner: Date License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 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 insurance carrier and policy number are: Carrier: Total Square Ft: 5118 S.F. 9 Z Policy#: Valuation: $226,258.00 Census Code: . I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Q� /� V forthwith comply with those provisions. /7► VI jjj GQ r/j Date: o�o�—Qe7 — 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 of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i reby is under th ap lice a provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the 3097 Civ.) ' Resolutio to do wo icated abo for ich fees have been paid. S-2 2 performance of the work for which this permit is issued (Sec BY Date: Name: 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. Cl Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ 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 t e 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 f a y official form or document of Butte County. I hereby authorize representatives of Butte Coun enter upon the above mentioned property for inspection purp es. S 50� Signature:elp Print Name:i�"_;,212/ Date: r`� ' Ul a �3 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUN. TY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILD/NG�D'IVIS/ON 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: r� t 17SQ`3.' Dloqnl, SASSESSOR PARCEL � v NU7;eDate:. Proposed Building Use: Jr Permit Technician: 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. t� 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. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form p 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other fWg items needed to issue the permit. (May require additional plan review upon receipt of the following items.) /� 14 . Sanitation and site plan approval from the Environmental Health Department in ❑ Chico 215roville, as applicab J 15. Fire Sprinklers............................................................................................ .y ❑ 16, Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... Vityrosion Control Plan Required........................................................................ees as shown on the attached Schedule of Fees Due Sheet ......................❑ of Chico Plumbing permit...................................................................,.... aip"s 21. Site plan and business license approval from the City of Biggs .............................. California Department of Forestry plan approval 12 paid. Sent by: ............. / 23 Planning approval for (A) Use: (B) Parking: (C) Parcel Check: .......... .. .O 4. Contact Land Development about _ Improvements, _ Drainage ........................ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 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.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. Or 33. Existing violations and/or expired permits......................................................... 1134. Deed Restriction...............................................................................:.......... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued for pickup. I have been infgfined of the above items and requirements for obtaining a building permit. Applicant: / riDate: ;L/- Z- 1. Index peFmit application for the above ' Plan Check Letter 2. Additional items re uired Contractor, design owner as advise b ve to by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, Was advised of the abov dat by ❑ phone, ❑ mail, ❑ coy;eJ� by Date: Plans reviewed by: Date: Plans approved by: Date: Z Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheetsidata sheet page 2 9.27.05 CIL E.HWgnNLY t� Plot Plan Attached Floor Plan Attached f Sent to BD/DS TO:. Building Division - Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance Owndr Location AP ellClPlan Approved for: Sewage Disposal: Water Supply: Public Private Well/T-1- Clearance earance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: / . V %°'. d. Environmental Health Specialist Date Building Clearance 9/2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION Jr COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner DENNIS ROBINSON APN No: 079-270-087 Application Date 4/7/2006 Permit No: BP Permit Type: NSF 2706 SQ.FT. 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $3,541.29 Plan Check portion of Permit Fee $1,416.52 $2,124.77 Balance of Building Permit Fee 2 FEMAYes Flood Elevation Review $109.98 0 3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 95.00 (State Responsibility Areal Building Inspection $109.98 $109.98 1 - $204.98 NON-REFUNDABLE portion of fees due at application $1,511.52 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,621.50 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT %$6,344.27 4 Balance of Building Permit Fees (from No. 1 above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwellinc 10 PLAN construction, vacant on 1 acre or less - 1 or less acre value 770 Butte Creek 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 7633.45 7726.45 7236.45 6475.45 $100.00 $200.00 139 777 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 ISSUAI is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville $2,124.77 $22.63 RECEIPT DATE Tech/Asst 449938 4/7/06 ITammie WOb315 .5-2-2-06 - RECEIPT DATE Tech/Asst $4,196.87 RECEIPT DATE Tech/Asst ;.-n 5-22.0, Forms will be prepared after plan check 11 At the time of permit applic ion, 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•/�l� Date: Pursuant to G ernment 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 Applications After 2/14/05 ,cSFD ,c MFD County 1 4096.87 3071.14 Chico Urban Area 5372.09 3995.45 EI Medio Fire District 3128.31 2297.77 North Chico Specific Plan SR -1, SR -3, SR-1/PD �c R-1 O ti° R-2 R-3 7938.531 8031.53 7541.53 6780.531 6757.08 6850.08 6360.08 5599.08 Processing Fee is automatically added to impact fee total 1 9 WATER TENDER FEE (Not collected when impact Fees Appiicabie) Enter Bat.# DRAINAGE FEES* 10 PLAN construction, vacant on 1 acre or less - 1 or less acre value 770 Butte Creek 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek 7633.45 7726.45 7236.45 6475.45 $100.00 $200.00 139 777 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 ISSUAI is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville $2,124.77 $22.63 RECEIPT DATE Tech/Asst 449938 4/7/06 ITammie WOb315 .5-2-2-06 - RECEIPT DATE Tech/Asst $4,196.87 RECEIPT DATE Tech/Asst ;.-n 5-22.0, Forms will be prepared after plan check 11 At the time of permit applic ion, 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•/�l� Date: Pursuant to G ernment 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 ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive • Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538 -4356 -- Download Forms: www.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE JPermitNumber District Phone: (530) 538-7339 011663 1 �p — APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County inances and general laws. All information except signature must be typed or legibly rinted. 1. Applicants Name: \ e/7 n l 5 SO 2. Address:�4(`-�� SD �'t�n>° Edi v 3. Phone.6 '3 / 4. Assessors Pamel Number: 5. Location of Work to be Done QD T fI. 6. Applicants Signature: 7. Daae: A 7 CONTRACTOR'S INFORMATION 8. Contractors Name: 9. Address: / 10. Phone: _ 11. Fax: �� _ ? 12. Contractors Number. / s��—, 13. Certificate of Insurance: Yes 0 N 14. Contractors Signature. 15. Authorized Agent �J n TYPE OF WORK TO BE DONE 16. Pleaw Chedc Curb: ❑ Gutter Sidewalk: ❑ 17. Driveway (ListTyN): C_,? / S 1 /k c. _/ 4. C , 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. cond'dions Underground Service Alert .SA must be notified two working days prior to any excavation. 800.227-2600 20. O AU work shag conform to accompanying: Detail Plans 0 Special Conditions 21. Data issued ! — 4— G ( 22 Exptration Daae: 2 — / 4- — O Z 23. Surety Yes 0 No Mike Crump, Director of Public Works By: J _c.1 - Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Page l of 2 General Conditions — See Pace 2 F PSTMENr ��.Tr o� Department ®f Public Works a' ' a,_ `'�, C o u m y o f 13 u t� t e I� O G x! C 1' ° ° J. Michael Crump, LAND DEVELOPMENT DIVISION o o ;/ Storm Water Management Program Direc for 7 County Center Drive C U N. y Oroville, CA 95965 p�QUc Wo¢�9 (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 rLESS THAN 1 ACRE] Project Description: %// Project Location and/or Parcel Number:o By signing below, I, the'pro'ect 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 byj�w. Signed: Title: Date: Less than 1 Acre NPDES& SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Departmentof*Developxzzel2t Sel-vrces O$VTfC 7 County Center Drive ' Oroville, CA 95965 (530) 538-7601 Telephone c - y (530) 538-7785 Facsimile 0- (530) BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES [ request and authorize the Building Division to process this building permit 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. 0 I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • 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 riutigations 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: JGIJ/J/ S �e"l .0 �� APN: /]� Building site address: � T� ���� ` Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submissi of the above -referenced building permit application and my signature below: 17/- Z-�� S GNATURE OF APPLICANT DATE BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DR -PD). Assessor Parcel Number (s) 01 a_� U ' O %: Building Pen -nit Number Property Owner (s) ----- Project Location /Address 3 Subdivision Name _ Assessable Sq. Ftge a� b 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 Comments: Building Department Date verified by Building Department ❑ FRRPD ❑ CARD ❑ PRPD D DRPD certifies that: ApplicantN a Phone Number �p ' 1--, _2 _3a c 'oGs Ile C, Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ _ Square Feet @ $ _ Remarks: Paid by Check No: , Paid by Cash: and Park Distract Representative per unit for a total of per sq foot for a total of $ Receipt No: 1 I <>-a ate BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District ��e; t� i \� Building Department No.. G� A.P. Number q •a-�(} U 0� Jurisdiction: = City County Property Owner �!�� ► �) �'i �Jy t \ Property Location/Address t. Subdivision Lot No. --. ................................................................:....................... Residential Development Q . Sq. Footage I No of Livin Mobile Home Addition/ Su lemental to(Group.R 9 PP ) Units Installation Conversion Permit # Commercial/Industrial 0 New Building Department Addon •(No foundation inspection) a, .................................. .................... Deed Restricted Sq^Footage ,(Attach a signed copy of Deed Restriction and Notic"J 1VI-imited Use Facility document) l� Sqj Footage (Including. Exterior � }} ti a Roofed Areas) t/ Date District Identification No. Cz_\_k"�"'r'Scho6r� C7istrict cer i4es that.►-� (Applicant) r 33- o-, �a- (Street Address) ( (Phone Number) CA 04 (City) (State) (Zip Code) has complied with the requirements of Resolution No. 5 representing 0-10 to School District Representative by payment of $ 1 Lo square feet. B 2926 $ ULL MITIGATION $ 5 - + Date Paid by Check # �\ Remarks: i X31 O NoBa: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District. In compliance with Government Cods Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from.challenging the Imposition of the fee: In any court action. If. subsequent to On School District Representative signing this Butte County Schools Impact Fee Certlflation Form. the Schild District Is nodfled by the applicable Local Planning Agency that this project is befog reviewed under the California Emdrornnental'd6ity Act (CEQA), this protect may be subject to additional school flees to fully mlggab its Impact on the school dlatrWs schools. White (school district), Yellow (building department), Pink (applicant). feetonnada (3M5W= CONSTRUCTION FRRMING cou FEB 9 2007 D1&VM6M=T Sl IfMC199 S.. P C I. R L S T 5 792 -Durham Dayton Highway 7 Durham, CA 95938 BUTTE COUNTY Phone: 530-342-5844 MWING DIVIS106N Fax: 530-342-5845 -APPROVED Email: cfst2(&_cfschico.com 21 -7 Engineer: Truswal Systems, Project: Robinson 2706 -800-322-4045 Customer: Dennis Robinson Approved Inspection Agency: Address: Foothill Blvd .CONTINENTAL: 916-718-5217 Oroville / Butte County P.O. Box 785 Lodi, Ca 95241. Date: 4/14/06 Submittal Set .Wet Seal Copy TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 C001003160 . 5/9/03 Users of Truswal engineering: TX01087001 The TrusPiusTM -engineering software will correctly. design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. . In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. EXAMPLES 2. 90% L 90% L CA Please contact a Truswal engineer if there are any questio 19 ;ACING FOR THREE PLANES OF ROOF ARRIOSTRE EN TRES PLANOS DE TECHO This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 3P CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing on itud de Tramp Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies m6ximo :onsult a Professional Engineer for trusses longer than 60'. :onsulte a un ingeniero para trusses de mas de 60 pies. = See BCSI-82 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. _ \\ Refer to BCSI-B6 \ Summary Sheet - \ Gable End Frame � Bracing• . C'1f Repeat diagonal braces. Vea el resumen IJ Repita los arriostres BCSI-86 - Arriostre diagonales. del truss terminal Cie un techo a dos aguas.Set first five trusses with spacer pieces, then add diagonals. Repeat 21 process on groups of four trusses until all trusses are set. Instate los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita Este procedimiento en grupos de cuatro trusses hasta clue todos los trusses esten instalados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x32' length lapped over two trusses. ,. Diagonal braces every 10 truss spaces (20' max.) 10'•15' max. Some chord and web members not shown for clarity. WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 2S iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-87-87 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' D.C. for 4x2 chords Diagonal braces Permanent Bracing gyp' at �5 every 15 truss for Parallel Chord/�: ;%' spaces (30' max.) Trusses for more - �•- ' information. Vea el resumen BCSI-B7 - Arriostre temporal v permanente de The end diagonal trusses de cuerdas brace for cantilevered garalelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs In line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION t�f Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Gypsum Board Max. Truss l� Max. Bow MaxBps" BOW Length Length — ► 0 —► I B 2 bundles 3/4' 12.5' ----..... — '�— Length _ ' Max.. Length 3-4 tiles high 7/8' 14.6' QTolerances for 1 ; out -of -Plumb. T D/50 D (ft.) 1° 16.7' 1-1/8" 18.8' 1/4" 1' Tolerancias para 1/2" 2' 20. 8' Fuera-de-Plomada.n I 3/4" 3' 1-3/8" 229' Plumb bob 1" q' 1.1/2' 25.0' 1-1/4° 5' 1-3/4' 29.2' 2" —33.3' D /50 max - . 3 ,- .. 1-1/2" 6' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta clue todos los arriostres est6n colocados en forma apropiada y segura. ®Do not exceed maximum stack heights. Refer to BCSI-Bq gLmma y chaat -Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el resumen RCSI-B4 Carta de Lonstrucci6n para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay The 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre Lantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI 85 Summary Sheet Truss Damaoe )obsite MOdificabons and Installation Errors. Vea el resimen BCSI B5 Danos de trusses Modificaciones en la Obra v Errores de Instalaci6r. ®Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No cone, altere o perfore ning6n miembro estructural de los trusses, a menos clue este especificamente permitido en el dibujo del diseno del truss. QTrusses 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 construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) am ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction pmctkxs from a competent parry. The methods and procedures outlined are intended to ensure that the overall corsbuctiun techniques employed will put floor 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 nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or ErecftVInstalWtlon Contractor U B no Intended that these recommendations be Interpreted as superior to any design specification (provided W either an Architect. Engineer, the Building Designer, the Erectlon/Installatlon Contractor or otherwise) for handling, Installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be dete:m ned by the truss Emcdon/Installatbn Contractor Thus, the Wood Truss Council of America and the Tess Plate Institute expressly disclaim a" responsibility for damages arisingfromthe use, application, or reRame on the recommendations and Information remained herein. I.1 WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One wTCA Center • 6300 Enterprise Lane • Madison, Wl 53719 583 8/833-5900 • frio Drive Madison, W!rs 719 608/274-4849 • www.woodUuss.com GENERAL NOTES NOTES GENERALES I HAND ERECTION — LEVANTAMIENTOAMANO Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on Individal ucompression members. Refer to the BCS. -B3 Summary Sheet- Web Member Permanent Bracing/Web Reinforc ment for more Information. All other permanent bracing design is the responsibility of the Building Designer. Los trusses no estan marcados de ningun modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) tempordles. Use las recomendaciones de manejo, instalad6n y arriostre temporal de los trusses. Vea el tpbet4 BCSI 1-03 Guia de Buena Prhctica para el ManejQ Instalad6n v Arrostre de los Trusses de Madera Connectados c9a Placas de Metaloara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja fesi�men BCS1 133 Dara los amostres oermanentes y refuerzos de los mlembrps secundarios (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. Qi The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Q' gloves when handling and safety glasses when Bc: cutting banding. F"r'- t"mai Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE)O QAllow no more No permita mas Qi Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. f 7( Pick up vertical Levante de la cuerda IJ bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK �s'" s vast ' i f. P_32S2f�:+3�Ltx'�?", QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. A Avoid lateral bending. — Evite la flexi6n lateral. ®Do not store No almacene unbraced bundles verticalmen[e los upright. trusses sueltos. Los paquetes almacenados en la tierra por Do not store on No almacene en una semana o mas deben ser elevados uneven ground. tierra desigual. con bloques a cada 8 o 10 pies. MEERWIP QFor 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 perp permita ventilation. QTrusses 20' or %`; - - _ 17f Trusses 30' or less, support Ll less, support at t at peak. quarter points. r Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' pies o menos. I� Trusses up to 30' If Trusses hasta 20' Trusses haste 30' 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 posici6n con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. ® Do not lift trusses over 30' by the peak. No levante del Pico los trusses de mos de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toe -in , Spreader bar 1/2 to 2/3 truss length TaglineJ:� TRUSSES UP TO 60' TRUSSES HASTA 60' Greater than t M6s de Dies 60• or less F Approx. 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bar Attach 10' o.c. above or stittback max mid -height I 1 � Spreader bar 2/3 to ~- 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE a • uu.. t-- ref , tsl `� 1J ® 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 filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. Top Chord Temporary Latera Bracing (TCTLB) nin. Spreader bar for truss bundles o�S;V " 0 0 QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. A Avoid lateral bending. — Evite la flexi6n lateral. ®Do not store No almacene unbraced bundles verticalmen[e los upright. trusses sueltos. Los paquetes almacenados en la tierra por Do not store on No almacene en una semana o mas deben ser elevados uneven ground. tierra desigual. con bloques a cada 8 o 10 pies. MEERWIP QFor 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 perp permita ventilation. QTrusses 20' or %`; - - _ 17f Trusses 30' or less, support Ll less, support at t at peak. quarter points. r Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' pies o menos. I� Trusses up to 30' If Trusses hasta 20' Trusses haste 30' 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 posici6n con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. ® Do not lift trusses over 30' by the peak. No levante del Pico los trusses de mos de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toe -in , Spreader bar 1/2 to 2/3 truss length TaglineJ:� TRUSSES UP TO 60' TRUSSES HASTA 60' Greater than t M6s de Dies 60• or less F Approx. 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bar Attach 10' o.c. above or stittback max mid -height I 1 � Spreader bar 2/3 to ~- 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE a • uu.. t-- ref , tsl `� 1J ® 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 filas de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. Top Chord Temporary Latera Bracing (TCTLB) nin. ESSio MINIMUM GRADE OF LUMBER SIIALL BE: Construction Grade Item -Fir or Doug -Fir ts) 4 8� IVALLEY SCIIEDULE d E 3x61 or A - 0" to V-0" B - 4'-1" to 6'-0" i x• rv.p.ire` C - 81-1" to 12'-0" SOF(,' D - 12'-1" to 16'-0" E - 16'-1" to 20'-0" Up to 00" P - 20'-1" to 24'-0" G - 24'-1" to 28'-0" HEEL NOT REQUIRED TO,END•.OVER TRUSS. LOADING DIAGRAM R -2.4x4.5, T-34 LLtDL/Roof - 37 psi Pr R- 1. 6x3. T-31 Note: lSt increase in allowable unit stresses Up to I 16'-0" used for short duration loading. Up 10-;5-93 R -3.2x4.5, T-44 -1.60, T-31 It- 1. 6x3.•r-31 R- 1.6x3.'r-31 II -2.4x4,5, T-34 ld 3u'-0" (FileValles y Detail - — Dnte: IU/31/7'l R-]/20/BL RB Ref: S De 9. By: I)IICk. By: R-1.60, T-31 TYPICAL I)I:'rAILS FOR SIIUI' FABItICATI-A) VALLEYS m TOP CHORD OF TRUSS TO BE SHEETED 01 alt LATERALLY BRACED PER TRUSS DESIGN k1l .,e- UNDER VALLEY FRAMING BY OTHERS. 2x4 Valley Membe MAIL. 2x3 IN Top .Churd of Trusts PLAN (Typical Example) ®Cut to mat.:n slope of rout m /1 Att. Bottom Chord of Valley Truss TMAt COWICTOns r ns.T.• , rte• r..y to .e• 11". -1 V.—.d .rrw r.a.n • k. s. y.w• •. ue .. a.aM mean nxe Of ruff er s.c"ts. W,M MSCng4brr.N.-Tl sr.w OrN....rr'.i.••bgfw.nr.r..-h.swor..r•..s-. ff"• r r.e.., r•rr. tvrsU: Lu. ri...,v.n V•r t W-. S.we lOnq.n►. w•f 1�Qgt+�thr••."s1 .e r.wv..•.....o""'r q r..wr•w�•..o•rrr:s".IS" ... ..�..r.�w. 1rdG�.• Dr /M. -.►rt M SOW 0..•..eb wn..•.T M ro. r• +.w H M.. •..nN rl f.A. -O" ..o-tw..1 �. nee. v..• A• w.v.. s• 20 9. rovro...o:nw..✓wa.oew.eene�..c.rr•...aa.c.rwr«c...r..wce..w�r.........••...e..•r...a trrMrrr•M..lw.vlC�Ovm..eor, TRUSM f000f57JSYMT.1V i s gnode Comp? LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING Cu1oUT FOR 2X4 70 MPH WIND LOADING OFF STUD' FOR GABLE ASSEMBLY GREATER THAN 5-10- IN HEIGHT SEE GE -Z, ADD-ON SAME SIZE AND 0 U VARIES 3-5 GRADE 'AS TOP CHORD MATH 16d NAILS AT 12- O.C. ADD ON SPLICE TO OCCUR AT PANEL POINTS WITH CLUSTERS 2-18d NAILS HORIZ. VENT MEMBERS NOT REQUIRED 1,5-3 ONE SIDE AND (2) 14 CA 2•• STAPLES ON OTHER SIDE OR (5) 2" 16 Co. STAPLES CCC nrTnn 1 2 I-�--�-I UP TO 24" O.C. BEVEL. CABLE END FRAME 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16'-0•• O.C. MINIMUM BRACING DETAILS — SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS CABLE END DETAILS CUTOUT FOR 2xd ON STUD OUTLOOKER DETAILS 3-5 MIN. OR PLATE AS ON OPTIONAL CANTILEVER ej A 4� F� i. lk N 0-5962 Z 1 E p 12/31102 §E ME SI E P btss IMN, UP TO 48" WITH STUD @ WALL UP TO 24" NO CHANGE SEE OUTLOOKER DETAIL GABLE END FRAME BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON THIS PAGE ARE SUGGESTIONS ONL'r AND ARE NOT TO BE UTILIZED WITH OUT THE BUILDING DESIGNERS APPROVAL. 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. —� Pitch per design 3-4 �3-4 drawing. 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 drawing. 2-6 Max 12" eave unless noted on drawing. Gable End Truss + Typical 2x strongback (whaler) brace along back face of gable, braced with « or - 45 degree diagonal 2x (typ.) braced to roof shealhina as shown. DWG# C002065035 + Indicates stud members that require bracing! REGULAR GABLE END TRUSS REQUIREMENTS 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI 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 L/D 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, SHEETROCK, 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 / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. for nailing of diagonal brace, III attached to sheathing and truss each end, typ. Truss spacings per designs. (24" max) WALL! BEARING SUPPORT SIDE VIEW ADDITIONAL STRUCTURAL GABLE TRUSS REQUIREMENTS 7) ALL ITEMS 1-6 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 BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. co Wg N.G 582 m 171 CC E I, * DATE: " 'V REF: GB -1 DES: L. M. THIS DETAIL IS PROVIDED ASA SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ®� ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER, IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT ��,,g� b`�®'��®® E2tgS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO e7�(��ry RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. co Wg N.G 582 m 171 CC E I, * DATE: " 'V REF: GB -1 DES: L. M. PEAK PLATE: 3-4 (2x4) 5.5 (2x6) 6-6 (2x8► BC SPLICE; 3-4(2x4) 5-5 (2x6) ..1 6-6'(2xB) ' A MAXIMUM 40 PSF LIVE LOAD. So MPH WINDtEXPOSURE C. LESS THAN 20'-0' WALL HEIGHT. \ 1.5-3, TYPICAL CING DETAILS rn M x ;fp SPACING UBC CONTINUOUS MAXIMUM 1'-0' EAVE WITH BLOCKS (@ 32'o.c: OR 2%0' EAVE, 6'-0' MAXIMUM MAXIMUM, WITH 4x2 /2 OR BTR. BRACE SPACING OUTLOOKERS CUT INTO GABLE C� 32'o. c. 2x4 #2MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF - STRUCTURE AT 6'-0' MAXIMUM. CONTINUOUS BEARING WALL GABLE END FRAI SHEATHING TO GABLE TRUSS, Bd AT 8' o.o. 1 Y." NOTCH @ 32' o.c.' I) DATE 2/11/99 GABLE (DETAILS CO STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 4'-1.5'CLEARSPAN, BO MPH MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO.BE MAXIMUM 24'o.6. HEEL PLATE: 34 (2x4►; 5-5 (2x6)' 6-6 (2XB) RING CONNECTION DETAILS IMIN. NAIL REQUIREMENTS SHOWN) BRACE ,LL'BRACWGzPER BUILDII 2x4 CONTINUOUS.BACKING WITH 1Bid •NAILS:AT,24' c.c. TO THE WALL:PLATE. SECTION A 2x4 SOLID -BLOCK WITH 3.1Gd-NAILS Bd AT 8' o.c. GABLE STUD EA, END AND Bd NAILS FROM SHEATHING / TO BLOCK AT 6'o.c. 1-18d I Od. AT 24' o.l / 2-18d 18d'. 1 SOLID BLOCK �\ AT l \ WITH 2.16d TOE- 24'o.c. 2-18d NAILED EA. END 2-16d I h 2x4 BRACE WITH 4716d NAILS WARNING Read aft notes on this sheet and give a copy of It to the Erecting Contractor. rtin d.ug,i is hit an md,v,tlnal building componont. II has been basup on .peaflamtona provided by the compodenl manufacturer and done In accordencu wah in. cuuent vau ons of TPI and AFPA design standards. No responsibility, is essumed Im aeeonsional accuracy. Dimenstorm are to f!e v a.nd by bin cwnlx ,ent mnrhdncbnar and/or binldmg doc,pnar Prior to lahrlcallon Tho building dosloner shall a:cenoln iEEi the toads ���� vim oo,I i dmryn mn,n or b. ttor the r d Is La inally braced ce Zhu lor:al bushing code. It ri assumed anal the ISP Gesso la laterniry ted by Ing 1001 or Ilndf iMTalhmg and the b011Om Chord Is Wtoraby braTAU by a npld sheathing malarial duoclry attached. unless otherwise f noted Bradng u fur Wi.,.i .uVpna of eumponenla -na,e 3 only to reduce I --miff length. Thai component ahall not be placed in any animm�mem IMI ,T'RU wad cause the moisture content of the wood emceed 1f)% and/or cause connector plate corrosion. Fabricate, handle, Inat8A and brace this Was, In 0InAlV SORAIION .cco,dance wen Ih. 10ci-ng stanttnrda. 'TRUSCOM MANUAL' by Truewal, 'DUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED L SYSTEMS C WOOD TRUSSES' . (OST69). 'HANDUNO INSTALLING AND BRACINO METAL PLATE CONNECTED WOOD TRUSSES' • (HB -91) and'HI&9f SUMLt Af1Y SHEET' by TPI rhe T,.,. Pial. b Plate institute (TPI) cm od at ee3 D'Onofrto Drive. M cbson. Wisconsm 53719. The Arrteican Fest and Papp Asaocmhon (APPA) is located at 1250 CoMeOr0ul Ave. NW, 610 200. WAstimMon. DC 20036. Job Name: ROBINSON 2706 Truss ID: Al Qty: 6 1 BRGX-Loc Mer SIZE REQ'D 1 0- 2.12 504 S.SO" 1. SO" 2 Al- 2-12 1992 S.SO" 1.72" 3 43. 9. 4 1962 5.50" 1.72" 4 51- 9- 4 504 S.50" 1.50" Bl6 lEQUIBEMENIS shown are rased ONLY oa tbe taws aaterial at eaeb bearing MAX DEFI.ECrION (`pan)):u L/9 13-14 LIIVVBE 22 99 MEM L= •0.12" D= -0.19" r= -0.30" CELTIC•• Imes PONCES: ITC -z CORP. Da. / TRES. Da. CS[ .78 l.0 / z76 l.0 o.57 L -a .e0 I.La / L74 1. LS O. So 3-4 4-3 -LL33 1.L3 / 170 1.60 6.b -1600 l.Ls / 203 1.60 0.14 5-6 -1660 1.L5 / .03 1.60 9.0 a-: T -e -z:.c 1.0 / 170 1.W 6.23 -so l.W / L74 1.La o.56 e -e -n l.0 / z74 l.0 6.37 sc Con. oa. / '4 10-11-zu .lz11-Iz 1.zs / 4e1,5611 x / 199e 9.6z12-13 / lees 6.63I3-14 / l8n 6.6314-1s x / leveo.6z1s-16 0-5-15 -zu(l.u)/ 4e o.3z n CO". Da. / TENS. Da. CS[ z-11 -716 1.Ls / 1z7 I.Bo o.0s a-11 •Sul l.zs / 1z 1.60 1.00 3-I2 4.12 -278 1.r3 / 109 1.60 o.09 -16 1.60 / 4s8 1.z3 9.19 4-13 -s49 't ` / I 1.60 0.28 3-u 6-13 -104 1.60 / 101e 1. Z3 0.41 .549 1.0 /. 1L1 1.60 0.26 6-u -16 1.W / 4"1.0 Oita 7. 4 -s78 l.0 / 199 1.so 0.09 T. e-15 -2481 1.z5 / 1z 1.60 1.00 .716 1. Z5 / it? 1.60 0.09 TC Lab DFL IL L.6 DFL 11 1-3, 7-0 9C L.4 DFL 11 YOr2.4 Dn STANDARD PLATE vAIAF.S PEE ICBO RESEABa RRLN RT #1607. Iaad.d f 10 PSF -.-t ■OJ.. rah all iateriar bezel�R laatiaae. Install iaterlar .instal() betLaw e,<beeld GORON peaces Imtalling tresses a6aa16 htalo . lain mg lacca fYr P�per liftina. aatI tall ad loosing per 7TI/BLSI 1•W. ® Has, Pal XYrrIC;F6am 19 REStiesULT OYeb-• KU137PU LOAD CASES. IF DANGM An IND[GTED ON THIS DRAMS. THEY An EASED ON 1.5" RANGER NAILSFOR I -FLY AND 3" RANGER NAILS P09 rULTI-FLY GIRDERS. n 2.3" GUN NAILS An USED. THE EANCEIRS REST EE u-EFALRA'1E0/ B&I S"' oTEEEEss). FIAT7NG BASED ON CBLUNE® ALOES. 15-10-11 i 10-1-5 10-1-5 15-10-11 1 2 3 4 5 6 7 8 9 OVER 4 SUPPORTS 18 UPL87 RUMON(S) : 1h Sapstrt L -51 Ib Sapstrt 3 -31 Ib 5�pport 4 -191 Ib 701a ii..a Ie 4eeiror4 -1.8 the CRC-Ol Cede. Bldg Baelesd = Yes, Isportnmee Factor = 1.15 Tess laratiao = Nat Bd f 11-icane/Daeaa Lim = 1 a Ep *CK c Bug1,epath ee. s• ft. 9i� titch = to eo ft ' re.a cagy height 14.es ft. app so Cat Esaesti.l Facility, Der Int = 19.0 stP 4/14/2006 3.00 6.00 -0.0 -3.0 This design is for an IndNdual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_N_dr2706_1(10007_j00001 '7-8 end done in accordance wa with the current verslo of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: 68 #LC = 22 RT: 382A 3.5-6 3.5-6 LiveDar L=1.25 P=1.25 T 9 4 8 8 is laterally braced by the roof or floor sheathing and the bottom chord Is laterally paced by a rigid sheathing material di -Uy aUached, unless otherwise 8 8 10-1-8 I T. 3 4 Renp Mbr BaLd /Const / T:ms 3-4 environNm environment that will cause e moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabdcate. handle. Install *Joint I SHIP 3-6 792 Durham Da ton Highway and brace this suss in accordance with the fotiovdng standards: am Cutting Detail Reports'-flabla as output fmm Truswal software. Dead 8.00 3-6 Dmrh", CA 95935 x BC psf x 11 0-5-15 3 5-6 3-8 5-6 3_ 0.5-15 B1 B2 63 B4 W:5 2.12 W:508 43-9-4 W:508 W:508 R:50 R:1962 R:1962 R:504 U:-191 U:-51 U:-51 UU:-191 ,_fi P4 F4 52 -0-0 10 11 12 13 14 15 16 OVER 4 SUPPORTS 18 UPL87 RUMON(S) : 1h Sapstrt L -51 Ib Sapstrt 3 -31 Ib 5�pport 4 -191 Ib 701a ii..a Ie 4eeiror4 -1.8 the CRC-Ol Cede. Bldg Baelesd = Yes, Isportnmee Factor = 1.15 Tess laratiao = Nat Bd f 11-icane/Daeaa Lim = 1 a Ep *CK c Bug1,epath ee. s• ft. 9i� titch = to eo ft ' re.a cagy height 14.es ft. app so Cat Esaesti.l Facility, Der Int = 19.0 stP 4/14/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cast: DBMS ROBINSON This design is for an IndNdual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_N_dr2706_1(10007_j00001 end done in accordance wa with the current verslo of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: 68 #LC = 22 RT: 382A 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 20.00 psf LiveDar L=1.25 P=1.25 ,51had on this design meet a exceed the loading imposed by the local building code and the particular application. The design assumes that the lop chord F is laterally braced by the roof or floor sheathing and the bottom chord Is laterally paced by a rigid sheathing material di -Uy aUached, unless otherwise TC Snow 0.00 psf SowDar =1.15 P=1.1 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 14.00 psf Renp Mbr BaLd /Const / T:ms ® environNm environment that will cause e moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabdcate. handle. Install *Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 Durham Da ton Highway and brace this suss in accordance with the fotiovdng standards: am Cutting Detail Reports'-flabla as output fmm Truswal software. Dead 8.00 O.C.Spacing 2- 0- 0 Dmrh", CA 95935 ANSI/TPII'.WTCA1'-Wood Truss Council of America Standard Design Responsibilities. 13UILDINGCOMPONENT SAFETY INFORMATION'- BC psf (BCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located .1583 010-frio Odve, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. Th. 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/36 Job Name: ROBINSON 2706 Truss ID: AIG Qty. 1 BBG %-L" BRACT SIZB BBQ'D 'fC 2.6 on a ver bro i ird .t each leeaeim nb.... UPLIFT REACTION(S) Sappnrt 1 -103 Ib 1 0- 2.12 500 5.50" 1.59n 2 8- 2.12 1973 5.50" 1.73 -1s8 DPL 1 1.3, 0.11 za4 DFL41 See nt;a�r4r`�Liln (Eo1097001-001 rout). ® Plats AXSIRFI . 1005 Support z •53 Ib 3 43- 9. 4 1973 S. SO" 1.73" DC SLID® Lao Dn 41 vn zr4 Dn #TANDARD. THS UB4IiN IS 7ffi COIVOSITS RESULT OF IULTIPLE Lau CASES. Support 3 -S3 lb pert 4 -19z Ib 4 51- 9- 4 500 5.50" 1.50" gr1. RLL Lao Dn STANDARD IF UNE®S ARE INDICATED ON TUS DR&MG 7bin tr.ne In s -Ig d ealrg the BBB REQUIt�flS sh0wa are based ONLY 2:e On 17 .30 TM ARE LASED ON 1.3" UNt� NAILS FOR COC -01 Code. truss material at each kario8 ae4z NDS. FIATS VALUES aile-bIn ):CEI RBSRAI8 uparr 4100'7. I -FLY AND '2e3' 90 NAILSFOAn USXULED. PLY Tn CIIDnS. IFr Tian L -tion, =TNet Bd Looe Pee[or I.ls MAXthe BAOBFLBCTION (s�an :Lc l.de4 fw 10 FSP ew•taoc.seeot ■CII.. UW31S rU5T n RE-EVALUATED (RT alffiS). 8.r 1-/oom Lice - Ne E�qp C.te6. = C t14tL 70.00 ft 1/999 l®1 14.15 (m)19 Lr •0.18" D= •0.21" 7= -0.38" Imbll l.terl.r (s) belire erostiw. W)) aa�0ee�...�te 11 ten fir r.5le blacks. RADS/ Kart .11 I.teri.r bortvv66 Iecations. GDTIOx pvaa� t.ntall tell trunen eb..l0 0116 Isorty n.SO tt, LIiR = Leon reoP bet6ht 14.E1 ft o ryb 80 CIITICAL YmlttR FOLCRS: TC Co". DDM. / TENS. DUM. CSI 111mi C OESICNn Ilib7 lam- CAOII I Able beneier r1lyd 1 Ss" taternls, Lie . l.aal ev6ieeer fie �.�pe� III too. burlier aa0 brae)q� per MIMI 1.03 CLC EsxeA.l P.elli[y, Deft I= Ill pnf 1-2 -lie 1. Y0 / 37t i.Li 0161 z-3 14e 1.00 / 34z Lu o.61 t�eunae4 I..id IW .pR1IN t. fe.. see 1 tybl. Det,un , cgezo9so33. PAiINC Ll4® ON CRIm.S LMM VAWES. ' 3-4 -saw 1.z3 / 1aa ..0o L.rs 4-s -1rz1 l.0 / 193 1.00 6.31 ltb Attarb see..r..7 a eh.d (lF .b..a!t,, .i.. z-4 (1iq r�-a (2sA) ^ , s-6 lzoz 1. z5 / u4 1.60 6.49 6-7 -list 1.1S / 174 1.60 0.46 pl.tes .. .ft %wild r.tacd, 10 ftritim to 7-a -17z1 1.13 / 103 1.so 0.31 L-9 •1446 1. Its / 166 1.60 0115 tE. bot platsee6R nbwa. 7b. 7 tap eb«4 .y k o.takd l.5^ F wtleek.ro, + r r 9-u -149 1.G / 34z 1. ZS 0.61 .�. 00 sear WICK L®B sRDLN RT (• ). 8-8 2- -q 9-7-13 10-11 -116 1.60 / Soo 1.ss o.61 sc 1I DUI.)/ TEND. Dn. al 1z-13 -zea 1.0 / ss 1.ss .1 4 2-4 I SHIP 13.14 / zzso 1.0 o:63 - R3-10 o.ss u -1s / isle -1. 13-1e / 14091.ss o.0 16-n / Iez91.0 osz 17-11 / zz30 I.0 o.es 1s-1s-i96(1.IS) / ss 1.25 o.23 x n Cola•. fin. / TENS. SUR. CST - z-13 -7ZI M. / 117 1.60 0.09 11 0-5-15 5-6 3-1 3-13 -z750 1.25 / z7 1.66 O.tl 5 6 3-10 0-5-15 3-14 -367 1.23 / 1" Las 0.69 4.11 -9 1.60 / 356 1.23 O.L3 B1 3-4 B2 3.5-4 B3 3-4 4-15 -7111 I.z3 / 131 1.60 0.09 W:508 8-2-12 W:508 R:500 R-1973 S-li -83 1.60 / a70 1.13 O. L7 43_g_q W:508 R:1973 ' aN. lora -63 i.as / 070 1.0 0.27 L -la -721 1.15 / 131 I.W 0.99 U:-192 U:-53 U:-53 E-17 s 1.60 / ssa 1.ss e.ss 15-10-11 9-17 -397 7115 / 1M L. 0.09dbt 9.19 -2750 1.0 / 17 1.60 0.71 10-1-�j 10-1-5 15-10-11 TC Live 20.00 psf LiveDur L=1.25 P=1.25 F 7r5 1, 11 10-u -rzl 1.ss / 177 1.eo s.o9 3.00 6.00 -6.0 -3.0 bl TC Dead 14.00 psf Rep Kbr Bad / Comp / Tens ® envirCmnenl that will cause the moisture content of the wood to emeed 19%andfor cause connector plate corrosion. Fabricate, handle. install 4-6 2-4 792 Durham Da� ton Highway and brace this tress In accordance with the foflowing standards:'Aoint and cutting Detall Repods' available as output from Tru&wal software. Dead 8.00 2-4 4-6 2-4 BC psf 2-4 3.5-6 3.5- 2-4 T Wisconsin53710. Th. American Forest and Paper Assxciaticn (AFPA) is located at I it I 119th Street NW. Ste 800. Washington, DC 20036. 1 Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: L/36 2_q 2 4 29 3.5- .5-6 X842-4 4 2-4... 2-42-48-8 9-11-9 2-4 8-8 + r r r f 8-8 2- -q 9-7-13 2-4 4 2-4 I SHIP R3-10 3-10 x _ 11 0-5-15 5-6 3-1 3.5 5 6 3-10 0-5-15 B1 3-4 B2 3.5-4 B3 3-4 B4 W:508 8-2-12 W:508 R:500 R-1973 43_g_q W:508 R:1973 W:508 R:500 aN. U:-192 U:-53 U:-53 U:-192 52-" 12 13 14 1516 17 18 19 TYPICAL PLATE: 1.5-3 OVER 4 SUPPORTS 20 4/14/2006 if AHN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not Was 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 accurecy. Dimensioru are to be verified by the component manufacturer and/or building designer prior, to fabrication. The building designer must ascertain that the loads utilicad on this design meet or emsed the loading imposed by the local building code and the particular application. The design assumes that the top chord cast: DENNIS ROBINSON W0: Dr1ve_N_dr2706_L00007JjO0001 Dsgor: rib OLC = 22 WT: 7120 TC Live 20.00 psf LiveDur L=1.25 P=1.25 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 SnowDar L=1 . 15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component &hall not be placed in any TC Dead 14.00 psf Rep Kbr Bad / Comp / Tens ® envirCmnenl that will cause the moisture content of the wood to emeed 19%andfor cause connector plate corrosion. Fabricate, handle. install BC Live 0.00 psf 1.15 / 1:00 / 1.00 792 Durham Da� ton Highway and brace this tress In accordance with the foflowing standards:'Aoint and cutting Detall Repods' available as output from Tru&wal software. Dead 8.00 O.C.SpaCing 2- 0- 0 Durham, CA 95938 ANSI/TPI 1', WTCA V. Wood Trues Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- BC psf (SCSI 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 VEE: T6.5.2 Wisconsin53710. Th. American Forest and Paper Assxciaticn (AFPA) is located at I it I 119th Street NW. Ste 800. Washington, DC 20036. 1 Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: A2 I Qty: 8 BIG 1 -LOC RBACI SIZE BEQ'D TC ars DFL +z Well, b.•.elos leN nae earh I -t loo .bo... CT) UPLIFT oBAL7ION(S) 1 O- 2-12 308 5.50" 1.50" Z.6 oFL n 1.3, 7-9 See etd..� tails (7X01087001-001 -1). ® S.=.117 Ib 2 8• 2.12 2329 3.50" 2.11" Be 2.+ DPL +I - Ls+ DPL STANDARD 11-+ Pl.tlpi spec ANSIAT . INS Tots o�IGN IS THE COMPOS I7Y RESULT OF S.pport L -+0 Ib S.ppert 1 -N Ib 3 43. 9. 4 2407 s.so" z.37'. WER Z. DFL STANDARD IINTIPIE IDD CASES. s. � 4 51- 9- 4 289 5.50" 1.SO" Z.4 DPL +1 z-IZ, 7.17 iP RANGERS ARB INDICATED ON TRIS DURING. Tbi. ie ..ig-d ®i.6 the ' 3 G REQUIBERENTS Sham are based ONLY PRATE VALUES PER ICBG RESEAR® REPORT 11607. TRBT ARE EASED ON 1.5- RANGER NAILS t'OR CRC -01 Cede. I.IS Oa the [R4S material at each bearing I-ulle4 for10 FLYGER NAILS FOR 1111171 BldgI.p.rt�v�e TIS.. L-1:1-==TNeee t poi Lae Pxter = BAX DEFLECTION (Sppoailn) : Wh all IoterlK bead lautlm.. Imtalt i.terl.r ee.�ppqq.t . bef n erectim. CI®ffi IF 2.3- GUN NAILS ARE USED, LANCERS BUST to Re-rvALOATED (ry 91fHRS). Eurie.m/a«a. Lim = N. Cates.ry = C 99.59 h, .i4E Width = 70.00 ft L/999 NU 15.19 (LIVE) LC 19 DATING RASED ON GRERN YAIAES. CAUTION - i®telling trueeri .b..1d tai.. favi a°.BIa- Far liftle6. DIf6 re.. I.�$thheIght 1.62 ft, apb BD L= -0.1s" D-• .0.33" T= -0.59" CRITICAL Now= FORCES: TRUSPLUS 6.0 VER: T6.5.2 peeper h.All.6 d b-1.8 per 7717501 1.03. CDC E..eoti.i Facility, Dead L -d 19.0 p.f TC CONP.(DUR:)/ TENS.IDUR. CSI DEFL RATIO: L/360 TC: L/36 1-2 / 17611.ES .w L-3 -1185 1 LS)/ I1R1.80O.e3.1 -ZN9 ILS / u+1.80 0.19 1-3 -zzzo l.Z5 / 601.60.10S-6 -2190 ILS 7I.Bo.0-7 .2492 I.0 / 13+1.60s7-9 / IRS l.0 11.91 l"Tl.0 11.83 It Co". Dun. / Twos. o®. csI 10-17 -1037(1.L33/ 12 1.60 0.1+ 17-IZ -I3ZO I.0 / 1 1.80 0.31 1L.13 0 1.60 / 13 1.33 0.16 . 13 14 / N 1.33 11.17 1-13 / 2+IB 1.25 0.66 _ is -1 / Zz111 1.23 0.82 16-17 /' 211 1: Z'5 0.68 1,76: is -1735(1.zs)/ 331.60 0.sz WR cmu.jDUR.j/ TENS. DDR. CSi 11-1 a7 1 /- lu 1.60 0.16 , z -n -z IN tau / ue 1.60 11.'a z-Iz / z61 A.ZS ..N 3-lz-1w1(1.zs)/ N 1.611 0.45 - 3.1 / 1119 1.z3 0.47 Iz-1+ / ", I.0 o.ez 1-ls-N9(I.z3)/ 190 1.60 0.51 s -Is / 1178 1. Z5 0.60 8 -Is -305 ILLS / I" 1.80 0.10 s -I6 ss I.0 / zN 1.80 0.09 15-10-11 10-1-5 10-1-5 15-10-11 , 746 -68 Loo / z.3 1.- 0. os 1 2 3 4 5 6 7 8 9 7 -IJ -1291 I.ZS / 0.97 0-17 -913 I.zs / 133(1.60) 0.10 3.00 6.00 -0.0 7-8 3.5-6 7-8 12 5-68 3-4 3-6 5-8 I' 110 4-4 3-6 2 8-12 2-9-0 8-12 B1 B2 3-6 B3 W:508 8=2-12 W:508 3.0 -3.00 43-9-4 W:508 R:308 R:2329 R:2407 U:-317 1 i -5$-4n 17-6-8 U: 46 2-g-0 6-6-8 8-5-8 F=., 52-0-0 10 11 12 124 15 16 17 18 OVER 4 SUPPORTS x 1 0-5-15 B4 W:508 R:289 U:-326 4/14/2006 WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual Wilding component not suss 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 responsibilityis assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilised on Otis design mast or exceed he loading imposed by the local Wilding code and the particular application. The design assumes that the lop chord Crest: DENNIS ROBINSON W0: Drive _N_ dr2706_L00007j00001 DS : r.6 #LC = 22 WT: 3755 gar TC Live 20.04 psf LiveDar L=1.25 P=1.25 F is laterally braced by the roof or Door sheathing and the bottom chord Is laterally braced by a rigid ahea0ting material directly attached, unless otherwise TC Snow 0.00 psf SaowDar 1.=1.15 P=1.15 noted. Bracing shovm is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bad / Comp / Teas ®environment that win cause the moisture content of the wood to exceed 18%and/or cause connector Wale corrosion. Fabricate, handle. Install 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 Durham Dayyton Highway and brace this truss in accordance w th the following standards: and Cutting Detail Reports' available as output from Truswal software. 'ANSI/rPI COMPONENT SAFETY INFORMATIOM- BC Dead 9.00 psf O.C.Spacing 2- 0- 0 Durham, CA 939on 1', WTCA V. Wood Truss Council of America Standard Design Respcnslbilities,'BUILDING (SCSI 1-03) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is located at 583 D'Onofdo Drive, Madison. TRUSPLUS 6.0 VER: T6.5.2 Wisconsin53719. The American Forest and Paper Association (AFPA)la located at111119thStreet NW. St. 8DO.Washington. DC2DO36. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: A3 Qty: 4 ERG I -LOC REACT SIZE ■EQ'D Tc z e OFL #z Reb hsuirg pIM at earl location sheave. UPLIFT RGLTION(S) 1 0- 2-L2 474 5.50" 1,50" rib DFL n 1-4, 8-11 See atanaadr`letau. (111010117001-001 -1). ® Sappert 1 -z26 Its 2 12- 2-12 2900 5.50^" 2.40^ za4 DPL 11 2r4 DFL' STANDARD IB.5 PlatI pee ANSI/IPI - 1995 THIS D%x IS 799 c01V0.SI18 Q950L7 OF SappeIt z -31 Ib S.noort 7 Ib 3 43- 9- 4 1925 5.50" 2.05" Hes 2r4 OIL STANDARD LOAD CASES. -52 7eie i= la aesiSeed 1110E the BRC EEQUIiF1D:TR'S shown are based ONLY PUTS VALUES PER ICBG RLSEARCH REPOHr #1607. IF BANCERS ARE LNDIGTER ON Tails DIAIILIC, CK -01 cols. on the [109.8 erlal at each blaring Instil for 10 PSP em-mncarrent &CU. TEER An RASED ON 1.S" EANCER NAILS FOR Bldg Eocloeel = Yes, Ispertosee Factor = 1.13 YA.T DEFIJILTION (span) Wit 11 loterlsr hurl Ioutleas. ='I'l Interior aspportf. bef erectise. 1 -PLY AND 3" SANCER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" CON NAILS ARE USED, THE Trsaa Lou[ien Not Hol Lm Is.rlesne/Ocean Use - No 4t = C L/999 NU 18.19 LIVE I C 29 ( ) U -0.22" D= •0.74" T= -0.49" GI71'[ON - peom iootalllog treses .hoop talo •local eoalace Ian -per liftlnR, RANGERS MUST ER R8-EVALUATER K 07HERS). PIA7INC .EASED ON CRM Loma VALUES. ■IIB 98.50 rt, a11H�iith 70.00 R Mean rveP belt 14.82 It, 9ph = w RAX DEFLECTION (cant) hadilrg sod b- a per TFI/301 I-03. CK Easeetial Facility, Ded Wl = 19.0 For L/509 NM 21.22 (LIVE) LC 29 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 20038. Bldg Code: L= 0.20" D= 0.01" T= 0.21" DEFL RATIO: " CRITICAL REIQER FORCES: TC CwR.(DUR.)/TENS. DOR. CSI 1-2 /, 1534 1.33 0.55 - 2-3 / x124 1.33 0.63 3-4 -6 l.w / 430 1.13 0.is 4-3 -927 1.25 / 109 1.60 0.19 ' ' s -s x767 1.ss / 49 1-w 0.11 ' 6-7 -1738 1.11 / so 1.60 0.13 - 7-8 -3180 l.0 / 113 1.60 0.24 s-11 -778 1.60 / 1181 l.0 o. oz sao -788 1.60 / 1196 cu 0.63 1e-11 -167 1.60 / sso l.zs 0.17 ' ea48 3iil 7ENS.(DU�) 12 i uo 3 1s-16 / 4.33 LIN 0.011 1s-17 / Sz 1.x5 o.0c 1T -LB .73(1.60)/ s4o 1.x3 0.47 ' a•is / .1s 1.33 0.88 111-zo / 3094 1.33 6.58 zo-z1 -4a l.0 / L01 1.60 o.zz 2i-zz -478 I.LS / 150 1.60 0. 21 R C01�.( caw/ TENS. CSI 17.3 -1158(1.33)/ 14 1.60 0.05 z -l3 / A 0 so • 07 x-14 -lots<1.u)/ so 1:60 o:ss 15-10-11 10-1-5 - 10-1-5 15-9-3 3-14 -1854(1.11 / 35 1.90 0.37 i- 3 -IS / 1sa2 l.zs 0.111 r 1 2 3 ,4 5 �6 7 �8 9 loll 4-Is-1os4p.u)/ a 1.60 o.sl 4-U / 8191.33 0.a 6.00 $.0 I5-17 -430(i 33)/ 4z 1.23 0.47 3.00 s-ls -w l.w / 609 1.33 0.46 leas 1. 33 o.4z TC Live 20.00 psf 7-1s 7 -le -810I1. 3 / -371.x8 / 1ss 1.60 0-43 11411 1.11 0.32 7-8 N9 a•2o -saol.0 / -3za4l.0 / lax l.zs O.m 1.00 noted. Brecirg shown le for lateral aupporl of cwnp-Was membwe only to reduce buckling length. This component shall not be placed in any TC Diad s-zo 10.20 -ez41.zs / -easl.0 / 10E 8.60 0.09 sol 1.33 o.a ® 3.5-6 .0101 xs1.60 / 67 O.w 00.04 / 1.00 / 1.00 7-8 9 4-4 4-6 -8 3-6 S25-8 T 4-110 x 1 0-5-15 2-4 3-6 2-9-0 B1 3.5 B2 6:4748 12-2-12 4-W 06 3.0 U:-226 t 19-5-8 U:-31 6 I 6-6-8 F� 51-100 12 13 14 15 167 1813 14 15 167 18 3.5-6 T 8-10 3-4 3'6 10-1-8 4-4 SHIP 4-4 = 6-10 2-4 .0-6-5 B3 IL -3.00 W:508 7.10.8 R:1925 17-6-8 U:-52 8-4-0-i 0-1-8 19 20 2122 STUB 4/14/2006 WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is fes an individual building component not buss system. it has been based on specifications provided by the component manufacturer , and done in accordance with the cumene versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions W.to ba verified by the component menulaeturerand/or building designer prior to fabrication. The building designer must awartafn that the loads uii,i_d on this design meet or exceed the loading imposed by the local building coda and the particular application. The design assumes that the top chord cast: DENNIS ROBINSON WO: Drive_N_dr2706_L00007JO0001 DS IRI': CH = 29 WT: 392$ g TC Live 20.00 psf LiveDur L=1. 25 P=1.25 �S I.lwwally braced by the root or flow sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless othwwise, TC Snow 0.00 psf SnowDur L=1.15 P=1.15 noted. Brecirg shown le for lateral aupporl of cwnp-Was membwe only to reduce buckling length. This component shall not be placed in any TC Diad 14.00 psf Rep !(br Bnd / Camp / Tens ® environment that will cause the moisture content of the woof to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. Install' 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 Dnrhas ' Highway and brace this truss in accordance with the following standard. and Cutting Detail Reports' available es output from Truswal software, 2- 0- 0 %ton Darhar., CA 938 ANSIRPI I',WTCAV - Wood Truss Council of America Standard Design Responsibilities. 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 9.00 psf O.C.Spacing (SCSI 1.03) and'BCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Instituto (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, OC 20038. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/38 Job Name: ROBINSON 2706 Truss ID: A3T Qty: 4 BBB 1 -LOC !BAIT SUBREQ'D 1 O. 2-12 454 5.50" 1.50" 2 12- 2-12 2412 5.50" 2.20" 3 43. 9- 4 1928 5.50" 2,06" 4 51- 9- 4 406 5.50" 1.50" BBG lBQUIBBNEfPIS M.pTalaa)l shown are based ONLY Oa the trR at each bearing NAY DEFLECTION (span),: L/999 NEN 17.18 (L1YE 22 M -0.16" o- -0.25" T= -0.421- CRITICAL I®un FORCES: It COMP. Dn. / 7706. Om. CSI 1.21 -Za 1.00 / .2-3 / 1318 I.ZS 0.53 1000 1.z5 0.01 3-4 -07(1.00)/ 417 1.2S O.IS 4-S •007 1.zS / 100 I.60 0.10 5.7 -1509 1.IS / 8-7 -1470 1.1 / 14 I.00 O.LS " O1 1.60 O.14 7-e .ZITS /.0 / 131 Lm 0.74 8-8 / 1101 1.Z5 6.74 8-10 .4(1.60)/ loss 1.0 0.76 k COIR. On. / 7ELIS. (DUE.) CSI 11-IZ -1230 I.ZS / 0.27 12-13 -1243 1.25 / O.0 13-14 •.770 I.LS / 14_ 15 0 1.60 / L7 1.60 O. IO 4 1.25 0.7 Isere / az tail d.w 16-/7-e7p.e0)/ 7 In / ezz 1.0 o.47 1782 1.Z5 0.58 1s-18 / 1e-20-iool(l.zs)/ 1861 1. Z5 0.62 17 1.60 0.28 n COIR. . / 77 "11. DU. 16-s-7te(l.zsDUE / 15 1.6E 0 0.07CSI Z-12/ Iso 0.80 0.07 z -u :11087W781:u / 3-14 il / 30 1.60 o.3s 37 1.80 nail 3-14 / 1084 ND 0.n 4-14-1a18p.ZS>/ eras / 11 1.00 0.28 E uoz 1.0 o.4s 1a-16-410(I.LS)/ 41 1.so O.IS 5-17 -34(1.60)/ 6-17 / 331 1.25 O.2I 8611. LS 0. 33 7-17 -w.((1.0 / 16L 1.60 0.n 7-18-30(1.so3/ I- 0.70 o.0 :-1139--lm 1.60 / uz 1.Go 0.a -32172 l.zs / e-19 -764 LZ / 8.89 Izz(1.60) 0.10 It 21.6 DPL a Z.6 OIL it 1-4, 8-I0 <C Z.4 OFL it 21.4 DFL STANDARD 15-3 WEB 2.4 DFL STANDARDPLATE VALUES PER ICW RRSBAM REPOQr 11607. Leafed F 10 PSP ---t ROLL. Nark all Wtbirior brori" loratiom. Imtall loterior sapportt hefase aeetiw. CAUTION pvaam Imta110eg tcwaxn abaald tai. a ew�Eleeer LLr yrvper Iittlag. badli.g ad bracleB par TTI/RCSI 1-03. I 914 11 x 0-5-15 ®Web bSeerq.{eaipec iM .[ aeb Ieeatim sbeay. P787S ONSSIDN �YnI/T 0178 YBSOL700P 1)• MULTIPLE LOAD CASES. . IF RANGERS INDICATED ON THIS DRAWING, TERI ARE EASED ON 1.5" EANCn NAILSPOR Small A 3- HWCMADS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS An USED, TED RANGERS EASED ON CREEN LUn= VAS FUST ED RE-EVALUATED (n O7H®S). PUTLl OVER 4 SUPPORTS UPLIFT REACTION(S) : Sapper! I -234 Ib Sapper[ L -33 l6 Rapport 3" •4L Ib 60 7hlea[s�ass is 4esipedhasicg the CBC -01 Cade. BIAS E -[-.d = Yen, Leoertaore Paster = 1.15 Traaa Iocatian Net Eoi Lm Ealrieave/Ocean Lia Ne CeCe;e C BI 99.30 R, 3 117 Idth - 70.00 tY Item reef beiaht - 11.8E rt, CEPS 80 BC CEsaevtlal Paellit7, Dead Lud = 10.0 F.F 15-10-11 10-1-5 1 10-1-5 15-10-11 F 1 2 3 4 5 6 7 8 9 10 rioted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 3.00 6.00 -6.0 3.0 onvbownent 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 78 / 1.00 / 1.00 792 DarhatoDa ton $i Wer r and brace this W. in accordance with the following standardw'Joint and Cutting Detail Reports' available es output from T-1 soft-, 'ANSI/TPI SAFETY BC Dead 8.00 psf 3.5-6 3.5-6 Durham, CA 9938 T 7-8 8-10 (SCSI 1-03) and BCSI SUMMARY SHEETS' by WTCA and TPI. The Tru. Plate Institute (TPI) is located at 583 D'Onofdo Drive, Madison, 4-6 TRUSPLUS 6.0 VER: T6.5.2 10-1-8 Bldg Code: 4-4T DEFL RATIO: L/360 TC: L/36 3-4 I SHIP 3-6 5-8 I4-110 4-4 3-6 x 11I 2 4 3-6 2-9-0 6.10 0-5-15 B1 3 B2 133 B4 W:508 12.2-12 4_ 508 3.0 -3.00 43-9-4 W:508 W:508 R:454 412 RA 928 R:406 U:-234 19-5-8 U'-3317-6-8 r U-42 U:-260 P 6-6-8 8-5-8 52-0-0 11 12 13 14 156 17 18 19 20 OVER 4 SUPPORTS UPLIFT REACTION(S) : Sapper! I -234 Ib Sapper[ L -33 l6 Rapport 3" •4L Ib 60 7hlea[s�ass is 4esipedhasicg the CBC -01 Cade. BIAS E -[-.d = Yen, Leoertaore Paster = 1.15 Traaa Iocatian Net Eoi Lm Ealrieave/Ocean Lia Ne CeCe;e C BI 99.30 R, 3 117 Idth - 70.00 tY Item reef beiaht - 11.8E rt, CEPS 80 BC CEsaevtlal Paellit7, Dead Lud = 10.0 F.F WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is far an indvidual building component not buss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The. building designer must ascertain that the loads wfized on this design meet or exceed the loading imposed by the local wilding code and the particular application. The design assume, that the top chord Crest: DENSIS ROBINSON W0: Drive_N_dr2706_1,00007-J00001 DSgar: CH 4LC = 22 WT: 3804 TC Live 20.00 psf LiveDar L=1.25 P=1.25 F is laterally braced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheath'mg material directly attached, unless otherwise TC Snow 0.00 psf SnowDar L=1.15 P=1.15 rioted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Nbr Bad / Coup / Tens ® onvbownent 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 1.15 / 1.00 / 1.00 792 DarhatoDa ton $i Wer r and brace this W. in accordance with the following standardw'Joint and Cutting Detail Reports' available es output from T-1 soft-, 'ANSI/TPI SAFETY BC Dead 8.00 psf O.C.SpaCing 2- 0- 0 Durham, CA 9938 1', WTCA 1' -Wood Tru. Council of America Standard Design Responsibilities, BUILDING COMPONENT INFORMATION'- (SCSI 1-03) and BCSI SUMMARY SHEETS' by WTCA and TPI. The Tru. Plate Institute (TPI) is located at 583 D'Onofdo Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisaorsin53710. The American Forest and Paper Association (AFPA) is located at 1111 lgh Street NW. Ste 800. Washington. OC 2003a Bldg Code: CEC-01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: AF Qty: I BBC X -LOC BEACr SIZE REQ'D TC a6 DY7. 42 Web bro.Irg i-4 at ..Is lecatiao ab-. UPLIFT REAC7ION(S) - 1 0• 2.12 498 5.50" 1.50" Z B- 2-12 2025 5.50 1.78" Z36 DFL 41 1-3, 9-11 a4 =TL 41 DC SLID® Lag DFL 41 See atadaeddtoll. (TIO1087001-001 rayl). ® Platte epee ANSI/TP1 - 1995 Sspp.rt 1 -193 16 Sspp.rt Z -SS 10 S,= 3 Ib 3 43- 9• 4 2231 5.50" 2.00" wu a4 DFL S7AmAm TRIS OYSICIV IS THE COMPOSITE MOLT OF MULTIPLE LOAD GASES. •48 71,1a t la �ralS" -1.8 the ' BBG sh*= are Lased ONLY CEL Ell a4 OIL STAND IF RANGERS ARE INOIGTED ON THIS DRAMC, CMC -01 Cole. heQUIBENEM On the tress anterial at each Learing M DPL 42 l7 ,24 TEST ARE LASED ON L.S" RAND NAILS FOR Bldg 1-1-4 = Yea, I�ortmec Yaet.r = IAS YAR DEFLECTION (span) -LC Labe. shear ai loaablu are per NOS. PLATE vAL014 PER Lem WL9EARCE EEPOBT 41607. 1 -PLY AND 3" RANO® NAILS FOR NULTI-PLY CARDERS. IP z.s" GIN NAILS ARE WED, T® Traaa I..-Iti- = N.t ed Zas Wrrleaoe/Oeeaa Lim = Na eaa�..7 = e 2/999 MEII 17.18 ( ) 29 IaaJeJ Lir, 10 PSI ca.earreet ZCXL. RANCELS MUST U RE-EVALUATED (WY OTHERS). WIJB 89.50 M, EIS RMNb 70.00 it 1-- -0.18" D= -0.15" T= •0.33" .Lata 11 l.tcrl.r e.ppart(5) hetire erectle.. WTD f hloeb. Mari 11 i.tarlor burl.8 Iowtlom. Ivab11i.8 Ncae �oP hei8ht 14.81 ,tt, aph 8g CEC esautl.l Facility, Dead Io.J 19.0 MAX DEFLECTION (Cant) : aJeaaate eu oble RU INC OES CNBI Ylbt VERIFY Gell IDADSt GU[ION - perms traaw ahealJ Li. 1.u1,ee..E8i.eer for IltYivE, µ+F L/Z69 MEM 18-19 (LIVE) LC 18 4- 0.37" D= -0.08" T= 0.29" 1 Ee�.b1. broeiD8 rqaIM 9 58" Loternla, jy 3 proper ba.dli.8 ad brae!a8 per M/ECSI 1.03. a& Bldg Code: C M CLL DUeFO�S, 008. CSI Le.e to tad 11ed to F L 1 Wle Detai lie', COOZOSSM. H.ITINC KSRe OS Emu® VALUES. - 1•L •las 1.60 / 341 '-ZS 0.8E ith Attach eec.niary top cher) (IF eh.an!t,. L-1 •188 1.90 / 344 I.LS 0.91 a1.. L-4 (a4) r 3.8 platys (La8) " 3-4 -2419 1. LS / 167 1.60 0.25 / e. c. ad lld rotated, is a"fit- to 4•S -1820 1.33 195 1.60 0.51 5-9 -1377 1.33 / 175 1.80 0.49 aa c6ed yyp6ete.tched l.gm far ptryro� - 6-7 -1332 1.11 / 175 1.6a 0.31 7-8 -1LTz 1.33 / les 1-m 0.13 roar. m ROT RE WaBRE SBOWN IT (...>. s -e -z7m I.1] / 171 1.60 o.Le 9 10 -816 268 / 1x28 1.23 0.75 10.1. -816((1.66 / IZ97 1.Z3 0.77 �zpRR(i . .!C1. 9i Ipso o 33 13.14 / zzos 1.ss e.es 14.1s / ts0a 1.25 o.sz Is -le / 1500 1.13 0.0 ' 16-17 / zoos 1.33 0.51 17-1s / zsez 1.33 o.6z 18-19-llez(1.LS)/ T98 1.90 0.44 we co". DUE. / TENS. Mo. CSi 2-13 -Tel 1. as / 117 I.9e o.08 1-I1 .2735 1. ZS / 28 1.80 0.99 3-14 -364 1 a / 104 1.60 0.09 4-1 -9 1.60Z5 m / ssz 1.zs o.zz 4-15 -719 Lu / l3z 1.80 o. s9 - s -1s 7-16 .93 1.60 / -64 1.90 / 668 1. Z5 0.x7 7so 1.33 0. as 1.33 15-1 1 �T- 10-1-5 10-1 -5 dbt 15-10-11 9-16 -999 1.33 / 134 0.as 5-6 3-10 B1 3-4 i��� W-1, 9-17 9-1s -u I.m / -ss0 1.33 / 1.2s / Eel 1.33 9.31 114 1.21 0.14 o.eW 3.00 6.00 1e-18 •32" -733 1.Z5 / All.m 1x1 1.m 0.09 R:2231 4-6 ' U:49 2'q Durham, CA 95938 3.5 6 BC Dead 8.00 psF 52-0-0 2-4 / C 4.6 13 14 2-4 2-4 2-4 2-4 2-4 R3-10 ' WANNI NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not buss system. It has been based on specification 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. Dimension are to be verified by the component manufacturer and/or budding designer prior to fabrication. The building deaigner must ascertain that the loads .Uli-d on this dasign .of or exceed the loading imposed by the lout budding code and the particular application. The design assumes that the top chord Cost: DFIMS ROBINSON W0: Drive_N_dr2706_L00007,jO0001 Dsgar: CH :RLC = 29 ST: 616# TC Live 20.00 prof LiveDar L=1.25 P=1.25 8 3-1 5-6 3.5-4 5-6 3-10 B1 3-4 B2 3.5-4 B3 3-4 W:508 2-J-2-12 W:508 ® W:508 8-M 2-4 RA98 R:2025 1.15 R:2231 U:-193 U:-53 U:49 2- 0- 0 Durham, CA 95938 t'. WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psF 52-0-0 12 13 14 1516 17 18 19 TYPICAL PLATE: 1.5-3 9-7-13 SHIP 4/14/2006 fF WANNI NURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not buss system. It has been based on specification 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. Dimension are to be verified by the component manufacturer and/or budding designer prior to fabrication. The building deaigner must ascertain that the loads .Uli-d on this dasign .of or exceed the loading imposed by the lout budding code and the particular application. The design assumes that the top chord Cost: DFIMS ROBINSON W0: Drive_N_dr2706_L00007,jO0001 Dsgar: CH :RLC = 29 ST: 616# TC Live 20.00 prof LiveDar L=1.25 P=1.25 is laterally braced by Na 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. gracing shown is for lateral supped of components members only to radmo buckling length. This component shall not be placed In any TC Dead 14.00 9F P R! 1(hr Bnd P / Comp / Tens P ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, haMb. install following BC Live 0.00 psr 1.15 / 1.00 / 1.00 792 Durham Dr�'ton Highway and brace this truss in accordance with the standwds:'Joinl and Culling Detail Reports' available as output from T-1 coftware, 'ANSI/TPI 2- 0- 0 Durham, CA 95938 t'. WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psF O.C.Spacing (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is located at 583 O'Onof io Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconin5371B. TheAmaricanForestadPaperAssociation(AFPA)islocatedatIIIIIgthStreetNW.SteaOO.Washington.DC20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/38 Job Name: ROBINSON 2706 - Truss ID: C1 Qty: 1 BBC X -LOC RuffBQD SIZE T.D. TC ENS DFL al Eeb brseioB i.<d at Deb lseatloo ah..e. UPLIFT RLACTION(S) • s.pP.rt 1 •lee Ib 1 0- 2-12 207 5.50" 1.50" Z.6 Dn 4z 3.4 2x4 DFL f1 see t.ad.rd�tall. (7Io10E7ao1-oo1 Teri). - ® Platt epee ANS[/1PI - 1995 Sapp.,t 2 -111 Its 2 8- 2-12 1900 5.50" 2.03" 3 35• 9• 4 I283 5.50" 1.50" HER L:4 DFL STANDARD PLATE VALUES PER ICED RESEARM RUONT #1607. THIS ICN LS TH8 COIQOSIT9 RESULT OF NULTIEP LOAD CASES. s.�port .3 -lie Ib nla i..es le 4eaig-d -Ig the BBC BEQUIBEMQII'IS St.. are based ONLY Loaded Ifr 10 PSF Doo- t ECU. IF BANCERS ARE INDICATED ON THIS DRAHLVC, CEC-01 Cede. on the trans Asaterial at each bearing Hart all loterlor bears I-Iioo.+. THEY ARE LASED ON I.S" RVi6RI NAIL4 FOR BidB Hocloed =Yes, Loortaw.e Factor I.15 MAX DBFLECIION (sp ) L/999 MBM 9.10 paawa (LIVB)•LC IS 1nst.11 lotvier rt �) tscf a A._. PLATING RASED ON wraHE VALUES. I -PLY AND 3" eANOER HALES FOR nD.T[-PLY GIRDBQS. IF L.5" CtN'NAHS ARE USED, THE T- Lxetl.. r. N.i Poi Evoe B-I-/Oeeao Lia = No E1p C.teaory = C P[. EIIA Ri1th 70.00 tt 4- D= T= 2-4 BANGERS MUST Ell RI -EVALUATED (BY OTHERS). EIrIB I.evatL - E8.50 = Ne.. P be�Lbt - u.az tt..ph so -0.27" -0.28" •0.54" CRITICAL NEIURI FORCBS: Cst tlexntI.l F.ellity, De.d 1..d te.0 pee TC CO", (D TENS.(pR.) CS[ I-L-IH(1.60 / HIT 1. ES 0.73 TRUSPLUS 6.0 VER: T6.5.2 SHIP 4-4 Hsi 1.zs 0.7z 3-4-z32ZJI.zs / -ler 1.60 0.L4 $ L/360 TC: L/38 4-5 -1742 1.0 / 343 1.BD e.E4 I S-6 -1757 I.L3 / /83 1.60 O.L4 I Pr 0-'5-15 a COIR.((DOa.))/ 78X5. DUE. CSI 2-5-5 5-6 7-B -BSB(1.25)/ 3♦ 1.80 0.30 B1 B2 H•s -es 1•eo / Elss 1.Es 0. es 9-10 / I197 1.23 0.53 B3 W:508 10-11 •44(1.80)/ I47S ,.2S 0.37 ' R CONP. / T®115. CSI R:207 8-2-12 R:1900 3.0 1.6 s -a 7ssl.u/ iso 1.60 0.10 Alai R:1283 U:-199 s -s -3szz 1.zs / uo l.so o.so s -s 1oz 1.zs / 17s 1.60 0.06 4-s / leis 1.2s 0.s3 8 5 8 ( 4-10-179(1.so�/ 4m I.LS 0.L7 s -lo -498 1.zs / lee 1.Do 0.14 ( . 4/14/2006 ® 15-10-11 6-1-5 TC Live 20.00 psf 14-0-0 CFS 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 1 2 3 4 5 6 TC Dead 3.00 6.00 / Comp/ Tees -6.0 environmentMt,,illcause the moisture content ofthe wood toeseed19%and/n cause connector plate corrosion. Fabricate. handle. Install 'Joint BC Liv! 0.00 psf 7-8 1.00 / 1.00 / 1.00 792 Dorhai Dayton Highway and brace this trusts in accordance with the following standards: and Cutting Detail Repons' available as output from T-1 saftwaro, BC Dead 8-10 O.C.Spacing 2- 0- 0 2-4 ANSI/TPI i, WTCA V. Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'. 7 2-4 8- -2 TRUSPLUS 6.0 VER: T6.5.2 SHIP 4-4 CBC -01 $ L/360 TC: L/38 4-4 I I Pr 0-'5-15 6_1 2-5-5 5-6 0-6-4 B1 B2 B3 W:508 W:508 W:508 R:207 8-2-12 R:1900 3.0 -3.00 R:1283 U:-199 U:-11 U:-116 8 5 8 ( 9-94 ( 9-9-4 8-" �H 36-0-0 t 7 8 9 10 11 4/14/2006 ® WARNINGRead all notes on this sheet and give a copy of it to the,Erecting Contractor. This design is for an individual building component not was system. 0 has been based on specifications provided by the component manufacturer and doin a..,danca with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ne ere lobe verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilimd on this design meet or -d the loading imposed by the 1=1 building code and the particular application. The design assumes that the top chord cast: DENNIS ROBINSON W0: Drive_N_dr2706_L00007-j00001 Dsgar: GH: SLC = 18 WT: 236$ TC Live 20.00 psf LiveDar L=1.25 P=1.25 CFS 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 SnowBar 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 14.00 psf Rep Mbr Bad / Comp/ Tees ® environmentMt,,illcause the moisture content ofthe wood toeseed19%and/n cause connector plate corrosion. Fabricate. handle. Install 'Joint BC Liv! 0.00 psf 1.15 1.00 / 1.00 / 1.00 792 Dorhai Dayton Highway and brace this trusts in accordance with the following standards: and Cutting Detail Repons' available as output from T-1 saftwaro, BC Dead 8.00 O.C.Spacing 2- 0- 0 Dorhal, Chi 9$938 ANSI/TPI i, WTCA V. Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'. psf (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Trues Plate Institute (TPI) is located at 583 D'Onof io Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA)islocatedat111119thStraet.NW. Ste 800.Washington. DC20038. Bldg Cede: CBC -01 DEFL RATIO: L/360 TC: L/38 Job Name: ROBINSON 2706 Truss ID: CIG Qty: 1 BlG 1 -LOC EEACr SIZE EEQ'D 7C Z.6 DFL I1 Web Ism,log lead at each loeatim shoo. UPLIFT REACTION(S) - 1 0- 2-12 3$2 5.50 1.50^ 2 $- 2-12 1969 5.50^ 2.10^ z.8 DFL IL 3-4 L•4 DPL 41 ® See stavlarld calls (TY01o87001-001 m-1). Platlet epee ANSI/7PI 1993 Sappesk 1 -182 Ib Snppert 2 -112 Ib 3 35• 9- 4 1280 5.50" 1.50" OC SLIDER226 DFL Il THIS DLSLCN IS TBH CONIM1T8 RESULT OF . S Ib Srt= E!C YEQUI➢EI�iIS shown are based ONLY vu Z. DFL STANDARD L.4 On. 41 8-1 MULTIPLE LOAD CA3EE. IF FIANCEES ARE INDICATED ON THIS DEARING. .IIS Tbla ie aesigeed ..lag the CRC-Ol code. oa the [r1i48 aaCerial at each hearing CEI. lu 224 DPL STANDARD THEY ARE EASED ON 1.3" DANCER NAILS FOR BILE Eselosd =Yes, IrOsrtmce Pactor = 1.15 NA1 DEFLECTION (Span) L.6 DFL 12 14 PCATH VALUESPEE LLHO RESEARER RRPOBf 41807. I -PLY AND 1" DANCER NAILS FOR MOMI•PLY CIRDERS. IF 2.s" CRs NAZIS ARE USER, THE Tis. Lac tied = Not Ed 7 E..rtoae/occas Lim No e� C.teBo = c L/999 !0171 8-10 (LIVE) LC 15 ae,died lir 10 FSF aoo-.-....-.---t Ecu.. EAKEES am in.RE-EVALUA (EY unaRs). ■in Lam 89.30 ft. III Ei�w = ryiD.Oo ft 4- .0.29" D= -0.33" T= •0.62" CRITICAL MEMEEE FORCES: Imtall loterier R(()) befall -ties. Mark all leterier be.rivt lent/om. me.n - helot 13.84 R, aph = 80 TC COIR.((Diff.))/ TEES. OUR. CSI PLAYING EASED ON (:FIERI'! LUIaER VALUES. Mal ode a e et.alo f ..ble Meeks. EO INC DESA Iflbt VERIFY SAEIE blocks CBC Bsseatial Facility, Deal Led 19.0 pef 1-L -8(1.80)/' 1100 1.753) 0.87 BC Dead [ sable hrael iM 0 SB" laterval.. O.C.Spacing 1.4-2851(I.LS)/ 1183 1.80) 0.26 'r ;ed�adlls', ted to flace. 000L08f015. 4•S -1875 1.L3 / 13(1 1.603 0.L4 3.8 -IB18 1.L5 / tee 1.80 0.24 Attach ••e••l•rY tap shad ofebeaa) .itb L-4 3-6 24" TRUSPLUS 6.0 VER: T6.5.2 BC COMP. DEE. / 71dV5. OER. CSI 7.8 -1L11 I.LS / 41 1.80 0.1L Bldg Code: wto. (Z.4 r plate. (LTB) et ad applld tall, io '"Inco to W beet p ttq1 eho.o. The aec.mry cop 1 ' e-9 -1o2 1.80 / u7e l.0 o.7T abed •'0' be mtebd t.s^ far tl-,,-a-, 9-10 / lZ60 I. 0.55 .a.. DO NOT Nola van SEOEN BY ( ). 10-11-SO(1.60)/ 1607 1.25 0.57 IR COMP. OUR. / 8N5. DOR. CSI 7, 2-e -764 1.L5 / I50 I.80 O.OB 3-B -4oeo 1.0 / 151 1.80 0.84 s -e me I:u / 199 1.30 0.os 4-s / 1374 1.zs o.63 4ao-v4(1.so)/ sez 1.0 0.0 sao -349 1.0 / las l.so 0.1z r 15-10.11 1_ 63 3.00 6.00 2-4__ -6.0 2-4 -8 27 2 -1-5 2-4 8-12 -4 7 -9 2-4 2-4 - 1 1.5-4 4-4 ... R3-1-10 6 -8 2 0-5-15 2-5-5 5-6 0-0-12 8 B1 3-4 B2 3-4 B3 W:508 2-4 W:508 2-4 W:508 R:392 8-2-12 R:1969 3.0 -3.00 R:1266 U:-182 8-5-8 9-9-4 U:-115 - i } I i 2F�O 9-9-4 8-M 36-0-0 7 8 9 10 11 TYPICAL PLATE: 1.5-3 if 20 8 SHIP 1 CIVI 4/14/2006 WAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. cost: DENNIS ROBINSON This design is for an individual building component not truss system. It has been based on specificalioru provided by the component manufacturer W0: Drive_N_dr2706_L00007_J00001 ® and done in eceerdonce with the current versions of TPI and AFPA design standards, No responsibility is assumed for dimensional axumcy. Dimensions DS nr: 6B g SLC = 18 WT: 425# ere tote verified by the component manufacturer and/or buildingdesi nen rg designer mus 8 prig to fabrication. The bWdi deal ascertain mol the beds udliaed on this deign meat a ea:eed the boding Imposed by the loco) building code sed the particular application. The design aswmos shat the lop chord TC Live 20.00 prof LiveDar L=1.25 P=1.25 CFS Ln laterally braced by the roof or Floor sheathing and the bottom chord se laterally braced by a rigid sheathing material directly attached, unless otherwise TC SOON 0.00 psf SOONDor L=1.1S 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 14.00 sf P Re Mhr Bnd P / Co /Tens �P 792 Durham Dayton Highway enviro-..t that will cause the moisture content of the wood to e -d 19% and/or cause connector plate corrosion. Fabricate. handle. install and brace this was in accordance with the fonowing standards:'Joinl and Cutting Detail Repose avalable as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Durham, CA 95935 'ANSI/TPI 1'. VMA V -Wood Twas Council of America Standard Deign Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (SCSI 1-03) imd SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located M 583'D'Omfrio 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 20038. Bldg Code: CBC -01 DEFL RATIO• L/360 TC: L/38 Job Name: ROBINSON 2706 Truss ID: CIT Qty: 10 RC I -LOC Rucr SIZE ■EQ'D 7C za6 DPL 41 Webb iva nplM et each laratim shoo. UPLxrr R"CrION(s) : 1 0- 2-I2 417 5.50" 1.30" 2a6 DPL 42 a-4 See t..4Metall. (7501087001.001 rah). Sapport 1 .189 lb 2 8- 2-12 1800 5.50" 2.031, :1fG sC Lad on 41 888 Zs4 Dn STANDARD Platte8 pee • ANS[/7PI - 1993 TSIsD85ICN IS79thCO""1111 RESOL7 OP Sappert 2 •111 lb s.aport 3 -116 lb 3 35. 9- 4 1283 S.50" 1.50" PLATE VALUES F� I170 RE R4= UNIrr #1607. 11=11FIa LOAD CASESTeli BC Live YEQOIIEMEM she- are based ONLY Loafed far Ig PSP o.o•cax+r�t BOLL. IF RANGERS ARE 711DICATED-ON THIS DRABINC, - CK -011= 0n the tsa s saterial at each bearing RAI DEELECIION (s ) Bart all leterior hears laeatiooa. Ioat.71 laterlar ss..ppppeeet . before ereeua.. THEY ARE LASED ON 1.3" HANGER NAILS FOR 1-nr AND a" eulcBn NA1LS FOR Bnr[-nx Rldg Eoclosd = Yes, lsportaoce Fsctor = 1.15 r..� la.�uo. = Net Bad zone L/998 NFM 9-10 (LIVE) LC 15 PIAT G BAS® ON CBEEN VALUES. CIRD�S. IF 2.5" CUN NALLS ARE USED, fta Rurlcene/Deese Lia = No . E� Citega C Bldg idth 70.00 ft L= -0.27" D= -0.Z8" I= -0.54" CILMCAL BEYBEB FORMS: -6 RANGERS 81167' 88 RE-EVALUATED (3Y OrMMS). Bldg 89.50 ft, = Bear - height = 13:8Z tt. �h = ED CBC Rsaeatial F.c.litY, Der Load = 19.00 Par tt cmlr. 0w. / TTOIs. DUB. CSI l.z _19 1.60 / Ess 1.zs o.73 z-3 / ass 1.z5 0.7'2 0-5-15 6 1 ' 3-4 •z3z1 l.zs / ler 1.60 0.0 0-6-4 B1 82 4-s -174z I.0 / 343 1,60 0R4 3-6 -1757 1.23 / 183 1.80 0.Z4 B3 W:508 k TITINS. DOR. CSI - 7-8 -859(1.L33/ N 1.80 0.300 8-2-12 R:1900 3.0 -3.Ob 9-9 -98 1.80 / L1s4 i.ss o. es 6ao / ue71.L5 0.53 U:-169 U:-1 11 10-1 u(1.e0)/ 147s 1.25 0. s7 U:-1 16 8 5 8 YB COYP. (DOR. / 77CV5. OOa. CSI 2-6-0 2-e-758(I.L53/ 1000 1.80 0.10 36-M - 2-0-0 ~H ]-B -]]2] I.zS / 110 1.80 0.90 a -e -1oz I.ss / vs 1. so 0.06 8 9 10 4-9 / u12 1 z 0.S3 4-10 1.2s 0.- sao -488 l.zs / 196 1.80 0.14 20 Oa. unless 8- -2 SHIP 4/14/2006 ® 15-10-11 6-1-5 14, M LiveDar L=1.25 P=1.25 1 2 3 4 5 6 3.00 6.00 -6.0 Rep 1(br Bad / Comp / Teas ®environment 7-8 BC Live 0.00 psf 1.15 8-10 792 Darh" Dayton Highway 2-4 7 -0 - 24 2- 0- 0 Dar hal, C4 95938 'ANSI/TPI 1', WTCA V. Wood Tmas Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- 4-4 8.00 psf -6 4-4 I I 0-5-15 6 1 2-5-5 5-6 0-6-4 B1 82 B3 W:508 W:508 W:508 R:417 8-2-12 R:1900 3.0 -3.Ob R:1283 U:-169 U:-1 11 U:-1 16 8 5 8 9-94 2-6-0 9-94 36-M 8-M 2-0-0 ~H 7 8 9 10 11 20 Oa. unless 8- -2 SHIP 4/14/2006 ® WANIVIN URead all notes on this sheet and give a copy of it to the Erecting Contractor. Thi* design 11 1- an 11,Wdual building component not tross system. It has been based on specifications provided by the component manufacturer and done In accordance with the c-nt vereiore of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads ublimd on this design meet or exceed the loading imposed by the local building code and the particular applicadon. The design assumes that the lap chord Cast: DENNIS ROBINSON W0: Drive_N_dr2706_L00007_J00001 - DS ar: CH #LC = 100 WT: 245# g TC Live 20.00 psf LiveDar L=1.25 P=1.25 CFS 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 SnowDar 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 14.00 psf Rep 1(br Bad / Comp / Teas ®environment Nat 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 1.15 / 1.00 / 1.00 792 Darh" Dayton Highway and brace this truss in accordance with the folloW ng sumdards:'.foint and Cutting Detail Reports' available as output from T-1 software, 0. C. Spacing 2- 0- 0 Dar hal, C4 95938 'ANSI/TPI 1', WTCA V. Wood Tmas Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf (BCSI.1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orafrio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. Th. Airican Forest and Paper Association (AFPA) is located at I 111 lath Street NW, Ste 800. Washington. DC 20036. Bldg Cade: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: D1 Qty: 5 BBG X•LOC REACT SLZB BEQ'D TC t:e DFL 4L Web M Arg �e�vl.ed .t each /oration e6veo. UPLIFT 1CACTION(S) 1 O- 2-12 421 5.50" 1.50" Lab DFL 41' l-1, 6.1 ® See staviard Mired (75011087001-001 -1). Svppert 1 -973 Ib 2 11• 2.12 2506 5.50" 2.30 ¢ La4 DFL 4I 111 za4 DFL STANDARD n.cl pec ANS[r1P less THIS D�6[ tC l LS T® COMPOSITE RESULT of Support x -19316 S.�port 3 -57 1e 3 41- 6. 4 1170 5.50" 1.50" BBC REQUIREMENTS shown are h9sed ONLY z:4 DFL M1 Is -1 PLATE VALUES P® [CBO RESEARCH REPORT 11607. MULTIPLE TMD CASES. - IF RANGERS ARE INDICATRD ON THIS DRAWING, Thie i ie k.i� eeirg [he CIC -01 Code. Oa the tress material at each bearing Loaded for 10 PSP - t BOLL. THEY ARE LASED ON 1.5" RAN6B4 NAILS FOR Bldg Feclosd a Yes, �speK- Facer = 1.15 BBC BANGER/CLIP NOTE X-* .11 11 intorisr best! locutions. Imta11 interior .appert�) hef.R essx[lon. 1 -PLY AND 3" RANCER NAILS FOR MULTI -PLY CURERS. IF z.i" CIN NAILS AMB WED, THE Tres. Location a Not Evd Rem a -I -/Ocean Ala Me Bry Cate6s = C .3 THA29 hrvvrat Mcirg i. rtyalM (67 ethesw) to MAKERS MUST W RE-EVALOATED 1Y 01ffi-S). ■141 Ie'Kh - $9.50 R, 1141 Yi1th - 70.00 ft $ rt Comec[i0a 5 / r 9 ate nPpo ( ) BaOR;e ( ) DID desig�nned for horizontal loads. paevmt eota[lev/teppllv6. See 1051 1-03 ad ANSI/7Y[ 1. PLATING EASED ON 1.1E -0V LmR® VALUES. Mem eo.P belgbt - 14.93 tY, mph = 60 CMC eeaeue1*1 Faeilit Ned toad 1B.0 p.f SBE SU& N CATALOG Bldg Code: CBC -01 _ LOAD CASE #j, L DESICN TOADS ---R. FOR ADDITIONAL INSTALLATION NOTES e -1s 3a I.eo / uu i.0 o. ss L.0. v. Plf R. Lac urn Lac MAX DEFLECTION (span) .DI,re 94.00 n Verne 63 opo o- u- 0 8�1-0�0 4i- e- o o.5e L/698 MEN 14-1$ (LIVE) LC 17 s-lfi .ILzs 36 7.00 o.1. sC Vere Is.00 o- 0- o "16.00 u- B- o 0.00 -0.10" D= -0.14" T= •0.24" .. Ihs X. Lee LLrn CR CRITICAL L®nU FOtCES: TCR-ftrt 0.0 D- z -1z I.00 7C COIR.(DOR.)/ 7EN5. RUR. CSI TC Vert 75.0 ZO- 9- 0 0.46 1-L -97(1.60)/ 633 1.93 0.46 3.5-4 TC YeK 75.0 za- e- 0 0.16 z-3 / 1182 1.93 0.51 - 3-4 477t.zs/ ua t.Ho o.t4 9- 3.5-4 4-s sos 1.zs / las 1.PA o.z6 s -a •1s13 1.zs / 148 1.60 0.0 7-8 e-7 -L10z I.LS / az 1.60 0.32 - 7.a .zers 1.1:5 / 93 1.60 0.z6 1C COIR. (D@. / TENS. . CSI - 3 4 BES(((1.9533/ S3 0 cc" IO-lt -BLS(I Is 5E- 0 O.zl I1-lz-S47((1.L5 / 133 0. ]3 Rill IL-13 / 914 0.43 13.11 / 1949 . 0.41 ' 14.1s-39(l.w)/ u1s . 0. so 1s-19 .99(1:SM 7a 0.17 4-4 W1 COXP.(DUR.)/ TM. DUR. CST z-10 / 1671.0 0.m 1SHIP z-11 .636(l.u)/ 1L3 1.60 o.3z 3-11 -L091(1.z3)/ 13 1.60 9.6a 3 -it / Izzo l.zs 8.46 cast: DENNIS ROBINSON W0: Drive_ N_ dr2706_L000O7_ jOOOOI Dsgmr: 66 #LC = 1$ WT: 336# 18-0-0 10-1-5 - 13-7-11 TC Snow 4-13 .97(1.60 / s-u-u371.u/ u3 1.25 8.14 1.e 1.00 o.n 1 1 2 3 4 5 { 6 7 1 8 s-13 32 1.60 / 655 1.0 e.3s BC Live* O.00 pSF 1.00 / 1.00 / 1.00 792 Durham Da�}Y'ton Diginfay and brace this Wss In accordance with Uro following standmds:'Jbint and Cutting Detail Reports' available as output from Truswal sof Mare, ANSI/TPI 1', WTCA 1'- Wood Truss Council America Standard Design Responsibilities. 'BUILDING COMPONENT SAFETY INFORMATION 0-13 -1007 i.0 / e-14 / loo 1.60 o.sz z73 i.zs o.IL O.C.Spacing 6.00 -6.0 of - (SCSI 1.03) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orrofdo Drive. Madison, -3.0 pSf 7-I4-s7zt(Lu)/ 7.1s-z00(1.L5)/ loi 1./o os7 61 1.10 0.03 TRUSPLUS 6.0 VER: 16.5.2 75#1 Bldg Code: CBC -01 _ DEFL RATIO• L/360 TC: L/36 e -1s 3a I.eo / uu i.0 o. ss 7-8 , s-lfi .ILzs 36 7.00 o.1. T 75#1 I 7-8 3.5-4 9- 3.5-4 7-8 3 4 10-9-2 3-8 4-4 1SHIP � 1-(1 3 0-6.6 66 3-4 5-6 3-10 B1 1.5� B2 3.5 4 2-4 B3 W:508 W:508 'THA29 R:421 11-2-12 R:2506 W:508 U:-273 U:-123 R:1170 U:-57 2�6� 41-9-0 f 1-1-15 9 10 11 12 13 14 15 16 STUB 4/14/2006 ® WAMIVINURead 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. D has been based on spedficationa provided by the component manufacturer and done in accordance with the current v sIons of TPI and AFPA design standards. No responsibility la assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads .611-d on this des gn meet or attend the loading imposed by the local building code and the particular application. The design assumes that the lop chord cast: DENNIS ROBINSON W0: Drive_ N_ dr2706_L000O7_ jOOOOI Dsgmr: 66 #LC = 1$ WT: 336# TC Live 20.00 psf LiveDar L=1.25 P=1.25 CFS is laterally braced by the roof or floor sheathing and the bottom chord is laterally traced by a rigid sheathing material directly attached, unless oth-dee TC Snow 0.00 psf SnowDar 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 14.00 psf Rep Mbr Bad / Comp / Tens ® environment that Ali cause the moisture content of the wood to emend 19% endo couse connector plate corrosion. FaMirate. handle. install BC Live* O.00 pSF 1.00 / 1.00 / 1.00 792 Durham Da�}Y'ton Diginfay and brace this Wss In accordance with Uro following standmds:'Jbint and Cutting Detail Reports' available as output from Truswal sof Mare, ANSI/TPI 1', WTCA 1'- Wood Truss Council America Standard Design Responsibilities. 'BUILDING COMPONENT SAFETY INFORMATION BC Dead 5.00 O.C.Spacing 2- 0- 0 Durham, CA 93938 of - (SCSI 1.03) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orrofdo Drive. Madison, pSf TRUSPLUS 6.0 VER: 16.5.2 Wisoensr,53719. The American Forest and Pope, Association (AFPA) is located at 11111Olin Streel. NW. Ste 800.Washington.0020036. Bldg Code: CBC -01 _ DEFL RATIO• L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: E1G 15-6-8 Qty: 1 BBC X -LOC lEACT SIZB BEQ'D ?J" T TC 2,6 DFL :I Pl.ti, pee ANSIRP[ - 1083 UPLIFT REACTION(S) I Ib 1 0• 7• 4 249 3.50^ 2 3• 2- 2 142 3.50" 2.30" Zc4 DFL 4l Flu CLD ZxG DFL 4z THIS D6SICN IS TEE COIOOSrn RESULT OF BULTIPLH LOAD CASES. S.pport S.pport L -ILL -49 Ib 3 4. 9. 6 36 3.50 1.50" Lae DFL a RSLTC R® zs4 On IP BANGBBS ALB INDICATED ON THIS DRAfLW, S.ppart 3 5 -s Ib lb 4 8- 4-11 38 3.50" 1.50" STANDARD C.I. all Z.4 OFL STANDARD THEY ABH BASED ON 1.5" HANGER NAILS FOR t -PLY AND 1" HANCER NAILS FOR NUTI-PLY S.ppert Sappert B -1 -199 Ib 5 8. 0. 0 259 3.50" 1.50" PATE VALUES PER ICED RESEARCH REPORT 41607. GIRDERS. IF z.s" CUN NAILS ARE USED, THE S.pport a -176 lb 6 9- 9-12 66 3,50" 1.50" t:td far 10 PSP ow- t BCLL. H.'aes A BH R8-BYALOATED (BY OTHERS). I S.pport 1S -41 Ib 7 11- 7• 8 85 3.50" 1.50" Imta11 toteri.r s.ppe R((.) before e.cctlw. Yah .11 leterl.r b;i I,, Ioca(n S.ppert l7 •28 Ib - 8 13- S- 4 65 3.50" 1.50" PLATING EASED ON CBH&U LWLER VALUES. Thi. Is H.7) aedaoea.� sthapples f aB.bble blocks. S.ppert 18 -50 ib , Ib 9 1S- 3- 0 542 3. SO" 1.S0" 10 16- 0- 0 20 3. S0" 1.50" t.... Wipaa ulrg the CBC -01 C.ae. 1119111 Tra. Iap.rtax Factor, 1.13 BHI1gINC OESIGNEB BU57 VERIFY GAB1E LOADSI 1. pble b -c:2 1.ea'9 SE" totem/., 1� ej= t. wid7 a 411% to Ek". S.pp.rt 19 -101 ll 16- 9- 0 SO$ 3.50" 1.50" 'T_ I_ttw =Not Row Z.m Sm Gem 1 C.bte Deli lel', Cob2D6so35. IBCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D•Onohio Drive. Madison, 12 18. 8.12 68 3.50" 1.50" 2.rr1-/Om.. Lia • N. , CateE.a7 = C BION I�patp le. s0 h sl4B�tath = 70.00 R .ec.dary tap eheN (IP sbo.e) .Itb ' Wicconsin53719. TTanmed..Foreal.ndPawAssaci.fi.n(AFPA)islowtadat11111gthStreet, NW, Ste 800.Washington. DC20038. 13 20- 4- 8 65 3.50" 1.50" 14 22• 2. 4 66 3. SO" 1.50" Ye.n [�eF hel86t 14.31 R, .Fh EO CEC Hoeaid P.ellity, Dad .11-* I.. L-1 (OM) ar 1-R Plates (La8) at L4" L/360 TC: L/36 15 24- 0- 0 315 3.50" 1.50" Lod . 10.0 Pr ..d ltd .etatd, Ie Witiao t. ti: beet T. oB se.w. lee secwa.ry tap 18 25• 7- 5 40 3.50" 1.50" ch.ra y 6e ootcbd 1.5" far wtlwkers, . ' 17 27- 2-10 38 3.50" 1.50" aa:. DO NOT NOTCE Yt®s SHOHN EY (•••). ' 18 28- 8.14 190 3.50" 1.50" 19 31-10- 4 443 3.50" 1.50" EIC lBQUIlE1E1'IS shOw1 an hosed ONLY ' oa the taws satepraiaa)l at each hearing NAX DBFLUTION (span))•LC L/999 1®1 12-13 LLY6 1 4- .0.01" D= -0.01" T= •0.02" CRITICAL KMER FORM: TC COIR. DUB. / TENS. OIIR- CSI - 1.2 -21s I.LS / 173 1.60 0.32 E•1 -14E 1.60 / iEE 1. LS 0.33 _ 1-4 -14 I.CO / i8L 1.25 0.08 4-S -I] 1.60 / 181 1.L5 0.08 5-R -146 1.60 / 291 1.Z5 0.31 6-7 -167 1.25 / Is I.Z5 0.32 K COIR DOR / TRINS WB CSI ' E-9 •ZZO I.iii/ 154(1.60) 0.18 15-6-8 16-M D•LO loal / O.OL / o-oI I I 1 2 3 4 5 { 6 7 12 ii i o013 2-4 done in eeeordenee with the eurtonl versions of TPI and AFPA design standards. W responsibility is assumed for dimensional accuracy. Dimensions and -u 6.00 2_4 7.0 R L-9 CORP. DON. / 78Y5. OUR. CS[ -ASL I.LS / 10 1.80 0.05 2-4 20.00 pelf z -l1 -367 1.0 / us 1.60 0.41 4_g Tc SOOW 3-10 s-11 -343 1.z5 / ale 1.10 1.31 -342 1.L5 / 209 I.so 0.31 1.5-4 -0 noted. Bracing shown is for lateral support of components members only to reduce bucMing length. This component shag not be placed in any 1-I1 -311 1.Z5 / 190 l.so o.3s 17 / Comp, /Tens ® 2- O -LE -zsa 1.zs / ss tela 0.07 _4 / 1.00 / 1.00 792 Darhal ,;,9t3an Digbl ay -4 8-6-6 11 I R3-10 0-9-2 4_4 - - - 3-4 - 3_4 2-4 2-4 00-5-8 STUB 8 9 10 11 12 13 SHIP 13.5-4 I 0-6-6 4/14/2006., WANN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. cost: DENNIS ROBINSON This design is for an Individual building component not buss system. It has been based on specifications pro ided by the component manufacturer W0: Drive_N_dr2706_L00007_J00001 ® done in eeeordenee with the eurtonl versions of TPI and AFPA design standards. W responsibility is assumed for dimensional accuracy. Dimensions and Dsgar: r.B g ALC = 16 WT: 4376 e to be verified by the component manufacturer and/or building designer pdor el fabriwtion. The building design or must ascertain that the loads utilized on this design moat or *seed the loading imposed bytho local building -,and the particular application. The d,,1,n assumes Nal Ne lop chord TC Live 20.00 pelf Liveli r L=1.25 P=1.25 CFS is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, uNess otherwise Tc SOOW 0.00 pelf $no®Dnr L=1.15 P4.15 noted. Bracing shown is for lateral support of components members only to reduce bucMing length. This component shag not be placed in any TC Dead 14.00 pelf Rep Mgr Rod / Comp, /Tens ® onvkommant that will cause the moisture content of the wood to exceed 10%and/or cause connector plate corrosion. Fabricate. handle. install BC Li V! 0.00 pelf 1.1$ / 1.00 / 1.00 792 Darhal ,;,9t3an Digbl ay and brace this truss in accordance with the following standard% Joint and Cutting Detag Report' -sable as output from Truswal software, 2- 0 Dewham, CA 8 'ANSIRPI I', WTCA t' • Wood Truax Causal of America Standard Design Responsibgities,'BUILDING COMPONENT SAFETY INFORMATION'- BC Diad 9.00 pelf O.C. Spacing 0- IBCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D•Onohio Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wicconsin53719. TTanmed..Foreal.ndPawAssaci.fi.n(AFPA)islowtadat11111gthStreet, NW, Ste 800.Washington. DC20038. 1 Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: E2 Qty: 21 BRIG X -LOC BEACr SIZE lEQ'D TC 2.6 DLL02 Feb hracle8 Irld a[ each leatim shoes. UFL�T REACTION(S) • Sapport l -107 Ib 1 O- 2.12 1344 5.50" 2 31 - 9• 4 1554 5.50" 1.66" Lab On 4l I-3 sC Z. DFL 41 see at.dar-extails (7101087001.001 cast). ®Flats ANSI/'IPI - 1995 sagpert L -148 Ib i �.al� [be BBG BE OIBEMHYIS shown are based ONLY Q F® 2:4 DFL bTANDARO PLATE VALUES Fn 1CRD REsunce REPORT #1601. 1EIS D`Isir.elc THE CONPOSM RESULT OF NULTIPIB law CASES. Ilia ie �Ie6 CFC -01 code. on the tions material at each kering leaded Por to PSP one-ascan.eat ROLL. 1F RANCHES ARE INDICATED ON THIS DRAFINC. RIIR Eoclesd = Ya, I�orteoee Factor = 1.15 Lao[im Not Eos tem MAX DEFLECTION (IN p➢u L/999 NU 8.9 LC PLATING RASED ON GRM LUIOIQ VALUES. THEY ARE RASED ON 1.5" EANC® NAILS FOR 1 -FLY AND 3" BANGER NAILS FOR NULTI-FLY beam = @a:rle.se/Ocean Lim = No Bas CateBo = C (T.IYE) 15 4 •0.10" o- 1 121, r= -o.zz" L .0AL G,RDIRS: rF z.s" coni NAILS ARE DSID. T® HANCBRS NUST R8 RE-EVALUATED OTHERS). RIdg L"rb = .B.sD t . RidB ihHbv �o.00 IN Neao P 6ei8hc 14.33 R, sp 1, FOO FOO TC TENS. ((WR.33CSLCRC Dnrhamr CA 95938 (RY Feseatial Facility, Dead I<ad = '18.0 par psf I.m.1", 2-3 -1609 L75(1.80) O.LB3-4 .1604 1.25/ L75i1.60 0.324-5 -LillI.L3/ 25l 1,80 0.33 TRUSPLUS 6.0 VER: 76.5.2 Wiscauin53719.-The American Forest and Paper Awociallon (AFPA) is located at 1111 19th Street. NW, Ste 800. Washington. OC 20038. Bldg Code: EC COIF.((OOR.3/ TENS. ((((OOR.33 CSI DEFL RATIO: L/360 TC: L/36 7-8 .98(1.80)/ lost 1.L7) 0.62 B -s 96((1.603/ 1Besi(((1.2333 0. BE B-l0 B5 1.60 / 1966 1.25 0.49 RR coNP.(DUR.)/ Taos. DUR. CSI . 2-7 / z3s 1.25 0.10 I:-8 -725 1.25 / 186(l.60) 0.41 3-8 -82 1.803/ 818 I.2S 0.33 4.8 -7281.23)/ 18711. 0.41 4.9 / 235 1.25 0.10 I 16-0-0 16-M 1 2 3 4 5 6.00 -6.0 7-8 I 0-0-6 B1 B2 W:508 W:508 R:1344 R:1554 U:-107 U:-149 32-0-0 2H�0 6 7 8 9 10 9- -2 SHIP 4/14/2006 w/gKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is far an Iividual building component mol truas 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. Dimension are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must aecertain that the loads 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 Cost: DENNIS ROBINSON W0: Drive -111 _ dr2706_L000O7_jOOOOI Dsgnr: CH #LC = 16 WT: 2225 TC Live 20.00 psf LiveDor L=1. 25 P=1.25 CFS is laterally braced by the roof or 0- sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDar L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall no be placed in any TC Dead 14.00 psf Rep Hhr Bud / Comp / Tens ® environment that wi0 cause the moisture content of the wood to exceed 19% and/or cause corrector plate corrosion. Fabricate. handle. install BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 Durham Dgton Highway and brace this Ws3 in accordance with the fo0avirg stardards:'Joint and Cutting Detail Reports available as output from T-1 software, 8.00 O.C.Spacing 2- 0- 0 Dnrhamr CA 95938 'ANSI/CPI 1', WTCA V. Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead psf (SCSI 1.03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onof io Ddw. Madison, TRUSPLUS 6.0 VER: 76.5.2 Wiscauin53719.-The American Forest and Paper Awociallon (AFPA) is located at 1111 19th Street. NW, Ste 800. Washington. OC 20038. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: E2G Qty: 1 HRC X -LOC REACT SIZE REQ'0 1 0 - 1-12438 3.50" 2 3. 2. 2 191 3.50 1.66" 3 4- 9- 6 38 3.50" 1.50" 48. 4-11 40 3.50" 1.50" 5 B- 0- 0 304 3.50" 1.50" 6 9- 9.12 66 3.50" 1 -SO" 7 11. 1. 8 95 3.50" 1.50" 6 13 5- 4 65 3.50" 1.50" 9 15-- 3- 0 S22 3.50" 1.50" 10 16- 0. 020 3.50" 1.50" 11 18. 9- B 517 3.50" 1.50" 12 18- 8-12 88 3.50" 1. S0" 13 20. 4- 8 85 3.50" 1.50" 14 22. Z- 4 66 3.50" 1,50" 15 24- 0- 0311 3.SO" 1,50" 18 ZS- 7. 5 40 3.30 1.50" 17 27- 2-10 38 3.50" 1.50" 1329. 9.14 191 3.50"1.501- 19 31.10. 4 440 3.50" 1.50" BRC REQUIREMENTS shown sure based ONLY on the truss material at each bearing NAIL DEFT CIION (span) . L/999 MEN 8.0 (LIVE)LC I. L- -0.01" Il -0.01" r= -0.02" CRITICAL KOMU FORCES: TC COMP. DD1. / TENS.IDUR. CSI 1-2 -155 L.LS / 291.25 O.2.a -IGo I.GO / su1.25 o.3-4 -z3 Let /1721.2s o.064-5 -zz I.so / 171l.0 0.095-a157 180 /3031.zs 0.33 g-7 -118((1.25 / zs((I.ZS0.32 t e RPM. iii IW (Ip BG) o�L7I e-10 / o,oz loll / 0.01 n-Iz / 0.02 I3-15 / 0.23 Hill rnMP.IDUR. / nos. DUR. CST i-io -sati.0 / lei i.eo o.�3-10 -311125 /ZZ3 I.so 0.31s -u -349Lzs / z22 iso 0.31 6.11-31s1.zs 193 1.eo os5 N. -2511.21 / 54 I.fiO 0.06 TC 2r6 DFL t1 MC zr4 DFL 0l DC SLIDER 2.6 DFL 42 GER 2x4 DFL STANDARD CRL {L[ 2.4 DFL STANDARD PLATE VALUES FER ICLO RESEARCH REPORT 01607. laded Fir 10 PSF ---t{CMJ.. Wh all interior besrlvg laotiaw. Tar s4{oate stapip f NIe blocks. {U INC OBS CNS R67 VERITY 3. 1. LOADS [ Rahe brxl 1-4 ! S5^ intervals, i e, to sad j . lei to face. See 1 Gable Details , COOLOG5053. Attach seeeoitry rep chard (IP ehwn!J24 •Ith •Ip. 2-4 t (Ls1)) r 5-G plata (LaG) 24" and Iled rotated, In addition to See heel T.. Is=: na .bong. lee eeeem.7 top rem+i wy be mtcbed 1.5" far wtlwbers oar. W NOT NO'ICM gBBQH SHOWN " (•••). Plot[v� pee ANSIRP[ - 1005 7EIS DO.SICN LS TER COMPOSITE RESULT OF MULTIPLE Low CASES. IF RANGERS ARE INDICATED ON THIS ORAGIN6, THEY ARE LASED ON 1.5" HANGER NAILS FOR I -PLY AND a" BANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" CUM NAZIS ARE USED, THE RANGERS MUST LU RE-EVALUATED T UrE .S . Instep interlor o.pport() be creat w. PLATING RAS® ON CCYYPPBBNN LNLLH VALUES. This t- Is designed log tits CMC -01 Cede. gift Enclosed a Yee, rtaom Pnctar - 1.15 7r�v. Location Net Zone Ha Icaae/Omp Lia n Ns C.teterr C Lldg les E9.50 W. LI{iS % 70.00 ft You - height . 14.55 ft, -Pb = 50 CMC Resesti.l Facility, Dead Lad = 18.0 per ' 19-0 16-M ` 1 2 2-4345 6 7 6.00 2-4 a%4 2-4 6.0 2-4 1.5 4 -4 3-4 4 2-0 3 2- 2-4 8 6 3 4 -4 2-4 -4 S 9- 2-4 4 SHIP 3-10 3-10 I I 0-6-6 3 4 2-4 5-6 2-4 3 4 0-6-6 2-4 3-4 24 32-M 8 9 10 11 12 13 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT UPLIFT REACrION(S) So ppert 1 -105 Ie Sapport 2 5 -50 Ib -29 Its Sopport 5 $epport B -33 Ib -194 Its Sepport 11 -113 Its SopIS Sapport 17 ->8 Ib -29 Eb' s.ppart 15 -so Ib Sapper[ 19 -195 16 JN I terns ages are 20 ga. unless sflown Dy'18'(18 a.) 'H'(16 a. 'MX' 7VJMX 20 p;i ), positioned per Joint D tails Repoli Irc e hues and�alse frame rates are osluoneD as showr�atlove. Sh f`�abPe stud later to avbld Ove a with swcwral �ates or sta le). a}I 1 a'FI2OO V WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cost: DENNIS ROBINSON design is far an individual building component not puss system. It has been based on speciftmlions provided by the component manufacturer WO: Drive_N_dr2706_1,00007J00001 ®This CEM done in accordance wish the current versionsof TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: GH #LC = 16 WT: 449# aro to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain Nat the loads TC Live 20.00 psf LiveDur L=1.25 P=1.25 ullimd on lhiadesign meet or,mead N, loading imposed by Na Remi buildup code and No parOmlar application. Tha design assume* Nal Mho lap chord CFS I, laterally braced by thereof or floor sheathing and the bottom chord is laterally braced by a Hold sheathing material directly attached, unless otherwise TC SOON 0.00 psf SnowDer L--1.15 P=1.15 noted. Bracing shown is for lateral support of components member. only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep Mbr Bud / Coop / Tens ® oninomment Not will cause the moisture content of the wood to ea:eed 19% and/or cause connector plate corrosion. Fabricate. handle. install 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 aCA 959A Da 9Olt Highway s, C Durham, 38 and brace Ws buss in accordance with the following standards: and Cutting Demo Raparis' available as output from T-1 mftware. 'ANSIfrPI V. WTCA V- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psr O.C.SpaCing 2- 0- 0 (SCSI 1-03) entl'BCSI SUMMARY SHEETS' by WTCA and TPI. Tha Truro Pieta Institute (TPI) is lomtod at 593 D'Orofrio Drive, Madicon, TRUSPLUS 6.0 VBA: T6.5.2 Wiscon*in53719. Th.AmericanForestandPope,Association(AFPA)islocatedatIIi11gIhSWaLNW.Ste800.Washington.DC2003e. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: E2T Qty: 1 BRG 'X -LOC BRACT SIZE REQ'D TC Last DFL #2 Reb b iea I.d a[ cath loeatim mho... UPLIFT REACTION(S) • 1 O• 2.12 1554 5.50" 1.98" k 2:4 DPL 41 Z. DFL STANDARD See etaaea.��etella 01087001-001 revs). ® Platio8 • ANSI/TPI 1885 Support 1 -148 Ib S.g^� 2 -149 Ib 2 31. 9- 4 1554 5.50" 1.66"WEB MATE VALUES PER ICED RESEARCH REPORT #1607. pee - lilts Dh16N IS YEN COMPOSITE RESULT OF YLie ie MaiBori talo; the BR6 BB lblOt7ilS aholm are based ONLY BQUI LedN fisc IO PSP m-taxt.reot RCIL. MULTIPLE IAAD CASES. CRC -01 code. On the t1Rss material at each bearing PIATINC RASED ON GRB�1 WBRER VALUES. IF EANGBRS ARE INDICATED ON TUIS DIAEING, ■Ig Recl.t;d Yu, [.oertmce Patton = 1.13 MU DEFLECTION' (sppaann) 0.00 psf THEY An RASED ON 1.5" RANGED NAILS FOR L-tim = N.t eoi Z. - L/9919 MEN 7-8 (LIVE) LC 15 TC Dead 1 -PLY AND 1" RANCER NALIS FOR MULTI -PLY H.rri-/0-- Lim = N. �m �[e8o = c R-1 Bldg I�.ach 99.50 ft, RI" ■uw = r oo ft L= •0.10" D= .0.12" i= •0.22" Cl1'T.0 M11 ED0 1 that will cause the moisture content of the wood to e=eed 19% and/or cause connector plate corrosion. Fabricate. handle. install CMKItS. IF 2.5" GEN NAILS ARE USED. THE RNGB➢S BEST RE RE-EVALUATED (BY MUM). = Mem t' height 14.11 ft: .ph 90 . CRC emeeti.l Facility, Ded Ls" = 18.0 psf TC COMP. ((DO[. / S.N�•((((DTR.33 CSI 792 Durham Dey ton Highway Durham, CA 95938 and brace this Was in accordance with the following standwds:'Joint and Cutting Detail Raporle' available as output from Truswal software, 'ANSI/TPI 1', WTCA 1' -Wood Truss Council of America Standard Design Responsibilities.BUILDING:COMPONENT SAFETY INFORMATION'- BC Dead 2-3 -1604(1.25)/ 27S(1.80) 0.12 O.C.Spacing • 2- 0- 0 . 1-4 -1604((1.253/ 275i(((1.60i))) 0.12 TRUSPLUS 6.0 VER: T6.5.2 4-3 -2111 1.25 / 2S1 1.80 0.11 Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 3C MMP.OR./ TENS. DUR. CSI 6-7 95.60/ 1966 1.25 0.49 7-8 -M.60/ 1964 1.25 0.62 e-9 -96.60/ 1964 1,25 0.62 9-10 _95111.601/ lase 1.25 0.4a RE COIR..(DUR.)/ TENS. (DUR. CSI . z.7 / 215(1.253 0.10 2-8 -728 1.25 / 166((((1.603)) 0.41 1-8 •91 1.60 / 814 1.25 0.11 ' 4-8 .728 1.zS / 186 1.60 0.41 4.9 / 215 I.LS 0.10 3.: 16-0-0 I 16-0-0 1 2 3 4 5 6.00 -6.0 7-8 I 0-" B1 B2 W:508 W:508 R:1554 R:1554 U:-149 U:-149 2F�O2F ��I 32-" 6 7 8 9 10� 9- -2 SHIP CN� I f tesTd false frame0 a. Unless shgvm b '18'(18 a H"('6 a. r "MX" MX 20 p ), p Idon per Joint D tails Report trc a ares are osibonedYas showr�a�ove.5hif� �abpe stud later to av�ld over a vn�i swcturai �(aI. or sUt le). 4/14/2006 WARNINGRead all notes on this "sheet and give a copy of it to the Erecting Contractor. Cost: DENNIS ROBINSON This design is for an iuwlvidual building component not truss system. It has been based on specifications provided by the component manufacturer Wil: Drive_N_dr2706_L00007JJ00001 and done in accordance with the current -ions ions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: GH #LC = 16 WT: 230$ •��� era to be verified by the component manufacturer and/or building designer prior to fabrication. The bolding designer must ascertain that the loads utilized on this design meet or m-eed the loading imposed by the local building coda and the particular application. The design assumes that the top chord TC Live 20.00 psf LiveDar L=1.25 P=1.25 is laterally braced by the roof or flow sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDar 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 14.00 psf Rep i(br End / Coup / Tens ®anvbwmenl that will cause the moisture content of the wood to e=eed 19% and/or cause connector plate corrosion. Fabricate. handle. install BC Live 0.00 psf 1.1$ / 1.00 / 1.00 792 Durham Dey ton Highway Durham, CA 95938 and brace this Was in accordance with the following standwds:'Joint and Cutting Detail Raporle' available as output from Truswal software, 'ANSI/TPI 1', WTCA 1' -Wood Truss Council of America Standard Design Responsibilities.BUILDING:COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf O.C.Spacing • 2- 0- 0 (SCSI 1-03) and'BCSI SUMMARY SHEETV by WTCA and TPI. The Truss Plate Institute (TPI) is located .1 583 D'Onofrie Dd-. Madison. , TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA)islocated 811111191hStreet. NW, Ste 800.Washingtan,DC20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: M1 Qty: 2 BBC X -LOC BEACf SIZE BEQ'D n za6 On 4z Plain pee ASS /1171 - 1895 YHYS DLSISN IS In CDMPOSRB RESULT OP' OPLLPr REACTION(S) S.pport 1 -60 lb 1 O- 2-12 4570 S.2.44" 4570 VC iae DPL Ea4 DFL STANDARD MULTIPLE Ip,4D CASES, Support L -884 1h 2 8- B-12 5.50" 2.49" =_ all._ alloaablea arc ppee NDS. IF HANGERS ARE ILNDIC47ED ON THIS DRAWING, , 'hie tra+s le aeolgd aairg the BBC BE DIBEBENIS Shown are based ONLY Q on the tris Material at each bearing PLATE VALUES PER ICRo RESHARCB'uPORr 41607. Inaaea far 10 PSP m-covcarrevt ECU. THEY ARE RASED ON 1.3" HANCER NAILS FOR t -PLY AND 1^ HANGER NAILS FOR MULTIPLY CRC -01 Cane. 91aa Enclosed = Yea, Iapor Factor I.IS NAX DEFLECTION (span L/909 MEN 4-5 Ga ( ) LC I Pervvevt brseieg is reSalyd (by othero) to prevevt rotation/tappllvg. See MI 1-03 GIRDERS. 0 L.5" CON NAILS ARE USED, THE HANGERS HOST RB Re-EYALOA7® (RY O'[HBES). Troas Location = Net Eai Lam Hurieme/0aea t Lim = Ne C11er - C L •0.05" .D= -0.05" T= -0.10" ad ANSI/7PI 1. e L-PLYI Nail a/IOa COMMON, ata ern:a NDS) PLAYING RAS® ON RD�1 LIDO® VALUE. Bea verttula, oro IV Por axial Iea1a Rlaa 98.30 R, Rlaa�iath = 70.00 a = tleon reef heiEht - IL.58 Pt, aph BO CRIT[CAL IMDOER FORCES: YC COMP. DIfR. / 7ENS. (DU[.) CS[ iv: TC- L SC. B HERS- L P® 1'• B[tmslam above atheroix. ar halon tht Gva profile CK Bene -t111 Peell lty. Dena Inca = 18.0 psf -----.-.--IAAD CASE 41 DISIGN (AADS --- :0 I- R.PIf R. Lae ll.Ai 1-E .48x2((I.ES / 0.3E -EI(1. L5 / 48 I. LS 0.0E ( ) Clvt ,��' (iP aey) have bee- aealprd far I= idie,td 1r. 9-1rm 1 lead. lid Dir L.Ptf L. TC Vert 69.00 0- o- 0 69.00 a-11- E o.s6 4/14/20 06 at the ed ae m- e:zeaalaaa ha.e ae��eea RC Vert 948.89 0- o- 0 R49.ss 9-11- a o.47 ce CORP. DDR. / TENS. DDR. CSY taeroa -I- .he-. A crap -11 to oe This design is for an individual building component not truss system. Ilhasbeenbasedon.PatificationsprovidedbytheoompmenlmanufacWrer 4-5 -144 1,60 / 1388 I. LS 0.73 3-9 1.90 / 487E 1.23 0.7L ethvwiae d -11 v7 to 1 DSgar : GH -143 RR COEP.(DUa.)/ TENS. (DDR. CSI SLC = 16 {Pf : 80$ bin. etFeet tEat re9alees tiaml aesip causiaerotim (by others). . E-5 / 4533 (1 es 0.8z 20.00 psf LiveDar L=1.25 P=1.25 CFS z.e -sue I.zs / 17t((I.fio3 0.39 3.6 -lzs LIM,/ 63 1.60 0.01 TC Snow 0.00 psf SnowDar L=1.15 P=1.15 EEb 2-PLYS REQUIRED 5-6-2 3.5-6 OTIS 1 2 3 6.00 9_A B1 B2 W:508 W:508 R:4570 R:4570 U:-685 U:-685 9-11-8 ' �({ 4 5 6' N .227 wCn Ex :06/30. 7 Clvt ,��' � I)S is an please aame0 aa. unless st� con 't8'(t0 cos •H"ggpa.�bpr M�• Mx 20 $a ), Po itlon( g�� � gat oe � 1e d f I tr Pates are os on as shown a bve. ht a Stu etas to ass Id ova a col1. 4/14/20 06 ARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cast: DENNIS ROBINSON This design is for an individual building component not truss system. Ilhasbeenbasedon.PatificationsprovidedbytheoompmenlmanufacWrer W0: Dr1ve_N_dr2706_L00007_J00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is as ad far dimensional accuracy. Dimensions DSgar : GH SLC = 16 {Pf : 80$ are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on No design meet or weed the loading imposed by the local building code and the partiwlar application. The design assumes that the top chord TC Live 20.00 psf LiveDar L=1.25 P=1.25 CFS i. laterally braced by the roof or Hear sheathing and the bottom chord is laterally braced by rigid sheathing material directly attached. unless otherwise TC Snow 0.00 psf SnowDar L=1.15 P=1.15 rated. Bracing shovm Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf' Rep Mgr Bud / Comp / Tens ®environment that will cause the moisture content of the wood to tr=eed 19%and/orcause connector plate corrosion. Fabricate, handle. instal BC Live 0.00 psf 1.00 / 1.00 / 1.00 792 Durban Da ton Highway Durham, CA y93S and brace this truss in accordance with the follow ng standards:'Joinl and Cutting Detail Reports' o ilable es output from T-1 software.' ANSI/TPI 1. WTCA 1 • Wood Truss Council of America Standard Design Resp-ibaides, 13UILDING COMPONENT SAFETY INFORMATION' - BC Dead 8.00 psf O.C. Spacing 2- 0- 0 (BCSI i-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onchto Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wiscon.In53Ttg. The American Forest and paper Association (AFPA) is located at I I I I I gth Street. NW. Ste 800. Washing ton. DC 20038. 1 Bldg Code: CBC -01 DEFL RATIO: L/360 TC: 4/36 Job Name: ROBINSON 2706 Truss ID: V01 -u4 1.80 o.m 1t1 1.60 a.05 Qty: 1 BRIG X -LOC /BAC[ SIZE BEQ'D n 2a4 DFL 41 ••ifB)=BATH BOxITOB RED -Sr, ].tot Report•• UPLLPI' aBAcrlox(s> 1 O• 1.12 ISA 3.50" 3.50" k 2.4 DFL fl Pl.tirg spee ANSIAFL - 1995 .S.ppurt 1 -B2 Its 2 2- 8- 6 105 3.50" 2.49" . t,:4 Oil. STAImAED 7BI5 DEIGN LS T8a COIOOSITH IRSULT OF S•FP•rt 2 -st Ib 3 4- 1-14 209 3.50" 1.50" PtAn VALM 1'r, ICAO RnEARCB iEPOYf 41807. Landed tar 10 FSY BC L. IMTIYII LOAD GSn. B S.ppoK 3 4 -58 Ib 4 8- 1-14 148 3.50" 1.50" so- t Yah .11 .ieteri.r be.ri l-tl-. tU1NC�S An INDICATED ON TMs DRABBfC, TBBY ABB BASED ON 1.5" BAN 6n NAILS FOR =.ft � S.ppnK s -x9'16 -38 Ib 5 8- 1-14 171 3. $0" 1.50" Inabll interior a.lp.K�.) befbn erection. I -FLY AND 3" BANCER NABS FOR MULTI -FLY S.pport 0 -3B Ib 6 10- 0- 0 162 3.50" 1.503 Dal 'vat be pr.vidd t. 014 podirg. GBOERS. IF 2.5" GUN NABS ARE RED, Tr, S.ppoK a -5t Ib 7 11- 0-15 30 3.50" 1.50" W to s ten f Ie bloc!,. BuiinlNj DEs cxn ERT VEDIYY GB18 toADst EAN1CnS MUST n n -EVALUATED BV OOTHM). - FLAYING BASED ON CREEN LmRF9 SALLIES. S.ppoK 9 s.ppof 11 -1519 1h 16 B 12- 1-14 161 3. SO" 1.50" f. g b a aaoi las, s so" inteay.l., Tht, tars, i. desipeed .slag the s.pport 12 -158 •sl 1b 9 14- 1.14 180 3:50" 1.50" i t.:1d�`io.a .pRud to Eon. CBC -01 Cafe. S.ppeK 14 -39 lb 10 18- 1.19 153 3.50" 1.50" see "Ge.er.1 51.61E Debll. , c0ozo9soss. Dieae..1, Bldg Enclosed = Its, I.port..ce Fact- = 1.13 s pp.rt Is •39 Ib 11 18- 1-14 180 3. SO" 1.50" 12 20• 1-14 181 3.50" 1.50" ,be.o awe port .P the .tr.eto< of M. this .d ..3 rat be as..ved. sse.tbleB ia�s, Leati.e =Net E,i Moa B.rr-tom10,x.3 Else = N. Cateae = C �io.0o S.ppoK 18 S.pport 11 -t,9 Ib •1. Ib 13 Z3- 2-13 30 S.SO" 1.50" .r be yp ilea for .antleoal ..pPoK t. rola[ I.tml le.fs, bT ethete, bot i. rot nae 1so�t6 a.so ft, aifB�itab = ft Nr�n roeP heisht = 15.38 ft, = EO S.ppoK la S.ppeK la -sl Its -82 Its 14 22• 3.12 182 3. SO" 1.50" IM m/e„ ..td. Lateral I-" h.ve qh CBC easatl.l F.e111q, Dad Led = 19.0 per 5-6 IS 24. 1-14 171 3.50" 1.$0 not berg .n.l7ted amleas iodiated 18 28- 1-14 148 3.50" 1.50" -x11 1.eo / ' 17 28- 1-14 209 3.50" 1.50" 1.5-4 18 29. 7. 6 105 3.58" 1.50" S=3-4 II2 18 32. 2. 0 151 3.50" 3.50" TBAs.((069.)) CSI . BYG YBQUI861®YIS showo are based ONLY 0r, the [,315151 anterial at each bearing 20-t1 -EBI(1.2s)/ 11M DEFLECTION (span): � - 1.5-4 L/999 X11 20.0 (LIYB)LC I - M 0.00" Do- 0.00" T= .0.011 21-2z z2 -z3 / / CILMCAL Imun EDBCBS: 5=3-4 It COB?. 0r,. / Tats. Dr,. CSL l-2 -211 1.80 / 36 1.80 0.10 2.3 -139 1.60 / 73 1.60 0.10 z3 -u / 3-4 -92 1.60 / 84 1.60 0.04 1.5-4 4-5 -82 1.80 / 51 1.80 0.04 5.6 -7I 1.80 / 66 1.60 0.04 - ea .69 1.x51 / sz 1.60 0.a ass:'a 1 7-e .ti9 1.251 / 91 1.60 0.07 8 -g 1.5-4 9-e e-10 es 1.251 / -34 I.2s / -u4 1.80 o.m 1t1 1.60 a.05 ; 16-1-1 This design is for an individual building component not truss system. It has bean based on specifications provided by the component manufacturer 0 15-9-3 and done in accordance with the current versom of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ; 10.11 -34 1.zs / 311 1.60 o.os 1 2 3 4 5 6 7 8 9 10112 CFS 13 141516 17 18 19 11-Iz -es 1.zs / 114 1.69 0.07 14.00 psf Rep ilbr Bad / Coop / Teas ® environment that will cause the moisture content of the wood to ehceed 19% and/or cause connector plata corrosion. Fabricate. handle. install 'Joint BC Live 0.00 1.1$ / 1.00 / 1.00 792DurDur 792 Durham Da ton Highway 12-13 13-14 -89 1. Z5 / -88 1.x3 / 91 1.60 0.07 82 1.80 0.04 0 6.00 'ANSI/TPl1',WTCA -=Truss Council of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf O.C.Spacing -6.0 (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onohio Drive. Madison, _ 14-I3 151-I9 -71 1.00 / sz I.6o / 88 1.60 0.04 sl 1 s 0.04 TRUSPLUS 6.0 VRR: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 tglh Street, NW. Ste 800, Washington. DC 20038. Bldg Code: 1.5-4 DEFL RATIO: L/360 TC: L/36 ' I6 -B I7 -IB •ez 1.eo / -139 1.80 / 64 1.60 0.94 15 1.60 0.10 5-6 III -x11 1.eo / 39 1.90 0.10 1.5-4 1.5-4 S=3-4 II2 c01Q.((on.)/ TBAs.((069.)) CSI . 1.5-4 1.5 4 20-t1 -EBI(1.2s)/ 220(1.80) 0.11 � 1.5-4 21-2z z2 -z3 / / 0.02 0.02 5=3-4 1.5-4 z3 -u / 0.Oz 1.5-4 1.5-4 ass:'a 1 00:02 8 -g 1.5-4 1.5-4 37:is IT / o:Oz 1.5- 4. 1.5-4 29-3 / 0.02 1.5-4 1.5-4 330:31 1 o:Oz 3-4 3-4 31-32 / 0.Oz 32-33 33-34 / / 0.02 0'11 2-4 2-4 2-4 2-4 2-4 2-4 2-4 n z - z1 CORP. DUB. / TENS. DUB. CSI •z05 1.25 / 78 1.60 o.BA 2-4 . 5-6 2-4 2-4 5-6 2-4 3-zz -113 I.2s / so 1.60 0:Oz - 4.W -140 Lzs / se 1.60 0.of 6-24 7-zs 139 1.25 / -133 lou / ss 1.60 0.051 G9 1.60 Enos 11. Is 10-27 -127 1.25 / -Iz1 1.x5 / 179 1.60 0.10 II 1.90 0.11 32-3-12 1z-ts 13.29 -117 1:11 / -135 lzs / 179 1.90 0.10 69 1.90 none I 20 21 22 23 24 25 26 27 28 29 30 31 32 33 I 34 14-30 .138 I.2s / ss 1.60 0:" 18-31 .140 I.25 / SE I.60 0.04 17:1 19-33 -Ba I.2s / •205 1.Ls / 10?1 1:01 79 Lso 0.02 ' an1 a ts1 OVER CONTINUOUS SUPPORT left 0.13 ■18bt 0.13 M-9' SHIP 4/1 1 1 0 WANNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. cost- DEMIS ROBINSON This design is for an individual building component not truss system. It has bean based on specifications provided by the component manufacturer WO: DriveW_dr2706_L00007-JI100001 ® and done in accordance with the current versom of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgar: GH g #LC = 16 Wr: 226# - are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utitired on this dealer, meet or. -.ad the loading imposed by the local building code and the paniminr application. The design assumes that the top chord TC Live 20.00 psf LlveDar L=1.25 P=1.25 CFS is laterally braced by the roof or floor sheathing and the baton chord is laterally braced by a rigid sheathing material directly allached, unless othervrise TC Snow 0.00 psf SnoNDar L=1. 15 P=1.15 noted. Bracing shovm is for lateral support of components members only to reduce brclling length. This component shall not be placed in any TC /lead 14.00 psf Rep ilbr Bad / Coop / Teas ® environment that will cause the moisture content of the wood to ehceed 19% and/or cause connector plata corrosion. Fabricate. handle. install 'Joint BC Live 0.00 1.1$ / 1.00 / 1.00 792DurDur 792 Durham Da ton Highway and brace Nie Wes In accordance with the following standards and Cutting Detail Report available as output from Truswal software, psf 0 CA 95935 'ANSI/TPl1',WTCA -=Truss Council of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf O.C.Spacing 2- 0- (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onohio Drive. Madison, _ TRUSPLUS 6.0 VRR: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 tglh Street, NW. Ste 800, Washington. DC 20038. Bldg Code: CBC -OI DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: V02 0, Qty: 1 BBC X -LOC B&►CI' SIZE BEQ'D tc - Z. DFL 41 ••IWI)=PLATE "NEED a USED -See J.let Repent•• UPLIFT .TCITON(S) is 1 0• 1-12 152 3.30" 3.50" k 2:4 DFL 41 PlativN pee ANSL'IPI - 1995pe� IS in COMPOSITE RESULT OF Soppo L 84 -34 Ib 3.50" Wn L.4 DPL STANDARD PLATE vALOLS PBQ ICED IRSEAECE REPORT 4180'!. TRIS DESIGN MULTIPLE LOAD CASES. Sepport 3 -Si lb 3 4- 1-14 209 3.50" 1.50" Leaded fir IO PSP tom-aanomot ersr. IF RANC®S ARE INDICATED ON 7HIS DRArIN6, S.pport 4 -32 Ib 4 6- 1-14 148 3. SO" 1.50" rut .0 interior beer)u�R loo.tiv.s. TEST AER BASED ON I.S" RANCER NAILS FOR S.ppert s -39 Ib 5 S. 1.14 172 3.50" 1.50" ImLll interior sappor[(s) befero ereetioe. 1 -PLY AND 3" RANf.® NAILS FOR MUTE -PLY Sappert a 7 -48 Ib . Ib 6 10- 1.14 166 3. SS" 1.50" Dro4n� sot be p...idI to -14 pedloa. bleb.. Gnaws. IFz-S" CON NAILS ARE Os®. THE aAlKERS r05T RE n-evAta7n (n 0188Q.S). Sappert Support a -141 -1s1 Ie 7 12- 1-14 160 3.50" 1.50" Me.tea to s to a le RUIIDINC p6SIC°I� r¢ST VERIFY �Ae6jle LOADST PLATING LASED ON GREEN LOWER VALUES. Sapport 11 -33 /b 8 14- I-14 155 3. SO" 1. SO" (.) Fable brut Iced a so" incernls, This crow Is designed wing the Sapport 12 S.ppert 13 -3a It -33 Ib 9 18- 0- 0 150 3.50" 1.50" 10 17- 0-15 30 3.50" 1.50" if to ..dr`�ad apR11d to Tim. See "Genal+! c.bIs Deans caozeasoss• CRC.tel Code. Bldg Eselesd = Tea, i yert P«ter l.ls s.pp.re a S.ppert 15 -el lb Ib 11 16- 1.14 160 3.50 1.50 Di.g.o.ls she.e ares .f the tra<tare of Tess I.utisn = Not Ed Ione avrieaae/casco Lloe = N. Rap C•tegory = c S.ppert 16 -54 -17 lb 12 20- 1-14 173 3.50" 1.50" thin trv3 tori ay t be rvevei. She.Uio6 beapp IId e rtluen.l t. u4g k /1. so ft, RIS idth = 70.00 ft 3-4 8-22 13 22- 1.14 148 3.50" 1.50" ..� r carona let Iaterol lath, by athero, ba Is set raw roeY height = 1s.se "I'.pb .= NO 10-23 14 24- 1.14 209 3.50" 1.50" s< '= wlew mtd. Latero! Iw4s have Clic Rsseetlal Paellity, 6ra4 Lend = 19.0 par it -Z4 71-zs .134 1. ZS / -14o I.zs / 15 25• 7• 6 106 3.56" 1.50" sot been analysed .slew Iodicatd 13-26 -113 I.zs / 53 1.60 0.oz 18 28. 2. 0 1S3 3.50" 3.50" 14-n -z4s I.0 / 84 1.10 0.03 BBC BBQUIBB1tBtR'S eho.o are baacd ONLY ' Lett on the truss material at each bearing ' Right 0.14 UNK DEFLECTION (span) • L/989 1®127-28 (LIVE) 14C 1 ' 4- 0.00" D= 0.00" T= -0.01" ` CRITICAL MEMBER FORCE: Tc corp. Dn. / TENS. Dw. 1-z -105 1.60 / 43 1.80 CSI 0.10 L-3 -116 1.60 / ON 1.60 0.10 3-4 .65 1.z3 / B1 1.60 If - 4-3 .67 1.L5 / BI 1.60 S-6 -M 1.25 / 72 1.so 0.04 0.08 ' 6-7 -83 1.25 / 91 1.60 0.07 , 7-8 .32 1.zs / 95 1.60 8-1.3z I.zs / 95 1.60 0.05 0.05 9-10 -93 1.z3 / " 1.80 0.07 10-11 -70 1.IS / 72 1.60 0.08 11-I2 .71 I.LS / 60 I.60 0.01 Iz-n .69 I.Ls / 61 1.60 0.04 14-1-1. 0548 13-9-3 13-u -109 11.69 / 61 1.60 0.10 ' 1 2 3 4 5 6 7 89 10 11 12 13 14 15 L 14-13 -183 1.80 / 44 1.90 0.10 a Tags.((an.)) CVI 6.00 6.0 IB -17 -L81(I LS)/ LOl(l 60) 0 11 17as / 0, TC Live 20.00 psf Ilezo1819 / It TC Snow - / 0.01 rested. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any z0-zl / 0.01 / Comp / Tens ® zl-zz zz-n / / o.ox 0:Oz 1.15 / 1.00 / 1.00 z3 -u / 0.02 8.00 psf O.C.Spacing 24-u / 0.02 zs-z6 26 27 / / 0.02 0.12 Wi.sconafn53719. The American Forest and Paper Association (AFPA)islocated at1111199Street. NW. Ste 800.Washingon,OC20036. 1.5- .61:28/ IDEFL RATIO: o.0 7 -9 1.5 4 n CORP. DUR. / TENN. DUE. CSL z-1 -zos 1.0 / E4 1.60 o.m 1.5-4 s-1/ 4-n .AL3 1.25 / -140 I.LS / S3 1.60 0.02 60 1.60 0.04 1.5-4 5-20 6-z1 •134 I.zs / -tza i.0 / s0 l.so 0:, 108 11.80 0.07 3-4 8-22 -Ira 1.zs / 11 1.go otos 10-23 .126 I.z3 / 167 1.10 0.07 it -Z4 71-zs .134 1. ZS / -14o I.zs / 88 1.80 0.05 so I.60 0.04 24 24 13-26 -113 I.zs / 53 1.60 0.oz 14-n -z4s I.0 / 84 1.10 0.03 Reel 1 CSI Lett 0.11 Right 0.14 1.5-4' 2-4 2-4 2-4 2-4 2-4 2-4 2-4 2-4 5-6 28-3-12 ' 16 17 18 19 20 21 22 23 24 25 26 27 28 1 OVER CONTINUOUS SUPPORT 18 7 -9 SHIP 4/14/2006 -WTFis WARN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual Wilding somponent rot Was system. It has been based en spxif..U.ns p.Vidad bythe component manufacturer and done in accordance vriN the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads a6fited on this design most or eased the loading imposed by the local building code and the particular application. The design aacume3 that the cup chord Cast: DENNIS ROBINSON W0: Drive_N_dr2706_100007-J00001 Dsgnr: GH SLC = 16 WT: 1650 TC Live 20.00 psf LiveDar L=1.25 'P=1.25 laterally braced by Ne roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless oNervrise TC Snow 0.00 psf SnowDar L=I . 15 P=1 . 15 rested. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 14.00 psf Rep 1(br Bad / Comp / Tens ® environment Net will cause the moisture content of the woad to emeed 19%and/a cause connector pole corrosion. Fabricate. handle, install BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 Dnrhai. Dayton Di hwa g Y e following swrids:'Joint and Cutting Detail Reports' available as output from Truswel software, and brace Nis trust, in accordance with Nard BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Dnrha>., CA 95938 ANSI/TPI 1'. WTCA 1'- Wood Truss Council of America Standard Design Responsibilit1w.BUILDING COMPONENT SAFETY INFORMATION'• (BCSI 1-03) and'BCSI SUMMARY SHEETS' by V4TCA and TPI. The Truss Plate Institute (TPI) is located at 583 O'Onofdo Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wi.sconafn53719. The American Forest and Paper Association (AFPA)islocated at1111199Street. NW. Ste 800.Washingon,OC20036. 1 Bldg Code: 'CBC -01 IDEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: V03 0.oz 0.02 Qty: Blfi X -LOC tBACT SIZE FiQ'D TC 2a1 DPL 4l ••iP1ij=PLATT RO= OS® -See Js let Repent•• UPLBT REACTION(s) . 1 0- 1.12 152 3.50" 3.50" 2.4 DPL 41 Pn Lz4 DPL STANDARD PlatieQ epee ANSI/iVI - 1995 THIS DESIGN IS TU COMPOS11T RESULT OF Sapp.K I S.pppK 2 -81 Ib -42 16 2 2- 8• 8 108 3.50" 2.44" PRE.. VALUES PER ICRO BO A= REPORT 41607. IfQ1.7IPLe LOAD GSE$. S.pp.K s -ee lb 3 4- 1-14 209 3.50 1.50 4 6- 1-14 148 3.50" 1.50" Loa4e4 f.t 10 !SP ora-ava.+�ve Pcu.. Rah .Il let--- hears I.otim.. .tp 1,11,11 ARE INDICATED ON THIS DRAPING, THAM An RAS® ON I.5" RANCn NA[LS FOR Sappert 4 Sapp.K s SyryoK 8 -s4 Ib -Sl 1b ' -125 Ib S 8- 1-14 170 3. SO" 1,50" Iv.tall l.terl.r .appert�e) 6efm ertetiay. D 111 ce I -PLY AND T' BANCn NAILS POR MULTI -PLY GRED®$. iP 2.s^ coot NAILS ARE USED, THE S.pp.rt 7 -s 16 8 TO• 1-19 159 3.50 1.50 1 12- 1.14 154 3. SO" 1. SO" .o�44c'e.ta.aa�b. P.ssortaavopl4.a .�w..asbi4 peril.¢. -.5.'IBY 212 L0�1• ALUATEDSAIAES��) nrli � io ,5S Its 8 14- 0- 0 149 3.50 1.50 ROf�nIN.RmT1Y®IfP�f' i. gablt bad I. r e so" l.t-I., sEDR®v LUBBER PLATING BASED Los® Tei. t.... Ie reslRed ui.R the s.pport 11 .33 Its 9 15• 0.15 29 3.50 1.50" If e.ea iot. ou: ICS i v ts ib 10 I8• 1.14 184 3.50 1:50" i.�d�..4I. Data1,I:p.R! IsOe..te.d = Ym, I.p.rt..e. P.et.x• - 1.1s sPPo.Ke •+i R 11 18- 1.14 150 3.50" 1.50" DI 1 .b.a. a.e P the aa+etas .f •8••• • Part T.w.a Lactim =Not Ed Rome SappaK 14 -90 12 20- 1-14 209 3.50" 1.50" tel. ts_..e4.v.vd. Sbeatbl.g 6e lid tin Witt..al t. R..r1am/0.<.v um ' N. ' e.eeE.ry = C R14g h = 89.50 R, R14g = = 70.00 t2 13 21- 7- 8 108 3.50" 1.50" saPP.rt .ry t.t. -1 IW., by thea, eat 1. rat BE!! ." height = 10.36 ft. �b - 80 14 24- 2- O 154 3.50" 3.50" .�p ire4 -1- -td. Lateal b.6 have CRC. Eaentl.l P.c119ty. Dad L..4 = 19.0 par 2G REQUI\H[�115 Showa are based ONLY oat bees analyzed ales. Indicated oa the tress anterial at each bearing MAX DEFLECTION (.p-) • L/999 YETI 23-24 (LUE)LC I . 4- 0.00" D= 0.00" T= -0.01" CRITICAL Iman FORCES: . TC CORP. DUE. / TTN.S. DUE. CSI 1'-2 .156 1.90 / SB I.90 0-10 2-3 -76 1.25 / tie 1.60 0.10 3-4 -66 1.231.80 0.04 4-5 -67 1.L5 / 75 1.90 0.08 s-9-63 1.z3 / sz 1. so 0.09 ' 6-7 -33 l.0 / 90 1.80 .o.aT ' 7-8 33 1.z5 / 80 1.60 0.05 s-9 -63 1.23 / 9z 1.60 0.09 9 10 -71 1.z5 / 74 1.00 0.06 10-u -7o 1.2s / 60 1.60 0.04 u -1z -80 1.23 / sa 1.60 0.10 12-13 -155 1.so / s4 1.so 0.10 tom• DUR• / Tom • CSI , 12-1-1 015.8 11-9-3 14-1s -z61 1.zs / 112 1.60 0.11 15:1 / o.oz 1 2 3 4 5 6 78 9 10 11 12 13 1fi.17 / ::,Oz 18.19 i o:� 6.00 6.0 19•zo 20-21 / / 0.oz 0.02 21-2z / 0.02 22.23 z1-24 / / 0.02 0.11 SnowDar 1=1.15 P=1.15 R COUP.[UR.1/ TENS. DUR. CSI 14.00 psf 2-205.25/ / Coop / Teas 89 1.800.033.10 that will cause the moisture oonwnt of the wood to eteeed 19% and/or cause connector plate con.sion. Fabricate. handle. install BC Live -113.25/ 54 1.60 0.02 / 1.00 / 1.00 4-v -Is -139u/ •-1L725/ 72 1.605 147 1.90 o -as 1.5-4 7 -IS -123zS/ u 1.80 o -oil 6_ -9 m -1z5.2s/ I4S 1.80 o.as 1.5-410.21 u -z2 -139.25/ -11-z554 7z 1.60 0.04 1.90 0.02 I2-23 -205.25/ 89 1.60 0.03 1.5-4 Beer ICS i 3-4 Lott 0.13 IDEFL RATIO: Bight 0.14 1.5-4 2-4 2-4 2-4 2-4 2-4 2-4 2-4 2-4 5-6 24-3-12 T 14 15 16 17 18 19 20 21 22 23 24 5-4 OVER CONTINUOUS SUPPORT 6- -9 SHIP 4/14/2006 ® WARNINGRead 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 end done 1n. accordance with the current versions of TPI and AFPA design standards. No rosponsibllity is assumed for dimensional accuracy. Dimensions aro to be vefied by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utitiasd on the design meat w ottaed the loading imposed by the local building code and the particular application. The design assumes that the top chord cast: DENNIS ROBINSON Wil: Drive_N_dr2706_L000O7-j00001 Dsgar : 6H 4LC = 16 WIN 1484 TC Live 20.00 psf LiveDar L=1.25 P=1.25 CFS CFS is laterally braced by the roof w Boor sheathing and the bottom chord is laterally braced by a rig d ehenthing material dimly attached, unless othe wise TC Snow. 0.00 psf SnowDar 1=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. Thin component &hall not be placed in any TC Dead 14.00 psf Yep Mbr Bad / Coop / Teas ®environment that will cause the moisture oonwnt of the wood to eteeed 19% and/or cause connector plate con.sion. Fabricate. handle. install BC Live 0.00 psF 1.15 / 1.00 / 1.00 792 Durham Da�yyton Highway end brace this truss ino ccordance with the full-Ang standwds:'Joint and Cutting Detail Reports' available as output from Trumval sofh are, 'ANSI/M1',WTCA1.- BC Dead 8.00 psf 0.C.Spacing 2- 0- 0 Durham, CA 85938 WoodTruwCmncilofAmerica Standard Design Responsibilities.T)UILDINGCOMPONENT SAFETY INFORMATION' - (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truax Plate Institute (TPI) is located at 583 D'Orefrio 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 10011. Bldg Code: CBC -01 IDEFL RATIO: L/360 TC: ' L/36 Job Name: ROBINSON 2706 Truss ID: VO4 TENSDOS.. CSI fN I.CO O.W Qty: BBC X -LOC BEACP SIZE n za4 DFL 01 •'I'a)=Pun SONWOR LSED-See Jaiat Repent•• UPLIFT RBACT1oN(S) • - 1 0- 1-12 1S2 3.50" T.D.3, a 2:4 DFL •I Pt.tivh pee ANSI/TP1 - 1995 TEIS DPSICN IS 718 COYPOS178 Y6SUL7 OF s.pport 1 S•ppvet L ' -Oi m -24 Ib 2 2- 8- 8 108 3.50 2.44 iBt 2:4 DFL STANDARD RATE vALAE4 Pu ICBG inimicB R8POR7 11807. SOLTIPIS LOAD CASBS. Sapport 3 -fib 16 3 4- 1.14 209 3. S0" 1.50" I.ea+e+ is, 10 PSP --cot SM. IF BANC� ARE INDICATED ON TRIS DRYING, Sepport 4 .43 IA 4 8- 1-14 147 3.50" 1.50" Sart a i -1- bears i•radem. THEN An USED ON Ls" BANen HAMS FOR WB YaL7I-PLY S.pport s Sapport fi -s1 tb - •10 Ib 5 S. 1.14 183 3.50" 1.50" Istall Ivterior sappert�a) before erectiay. or.tv.ge be to 1 -PLY AND 3"'BANCn XAlls cl90His. sy z.s^ eaN NAus AB8 LS®, r® S.ppert 7 -es Ib 8 10- 1-14 153 3.50" 1.50" ..at previ+e+ .vel+ podivg. W hs11 to lea ibr ie bleu. BANGERS Ease n RE-EVALUATED BY o n)* Sapport 9 -47 Ib 7 IZ• 0- 0 153 3.50" 1. 50" . am.�anic oa64I"Z VERIFY LOADS' PLATING LASED onCREEN LM SER SALULS. s p•rt 10 -fig Ib 8 13- 0.15 33 3. SO" 1.50" 9 14• 1.14 141 3.50" 1.50" 1. phi- brat! �eaaire+ a SO" Intervals, i� to :�d IW 1pR1id t• f s. This tr•esa is +eaigeeh -try the CSC -01 Cede. S.ppert a Slppor[ III -24 Ih , -80 Its 10 18- 1.14 210 3.50 1.50 See "Cmerfl Gable Det.'le COOL083035. the BI+E EeeleaN = Yev, Ivpert�ve Factor a 1.15 T..a• Iecaties Net Ed Coe TRUSPLUS 6.0 VER: T6.5.2 11 17- 7- 8 108 3.50" 1.50" Diaaeolla •be•o are .pert •r atrva�tare of tela trees ad say rat he .vovd. SheaUivg = R-1 10- Lia = x. C1t1r1; - C DEFL RATIO: L/380 TC: L/36 12 20- 2- 0 154 3.50" 3.50" B16 l6QUI16�RS sbown are based ONLY �y be lid a dfil" l v.ppert b ist Real 1.11 , h ethers, hat is rat ■Ila t�v�tb 88.50 tk, Blha ihtb = 70.00 rt :j Beau 900E 6e18ht = 19.68 tt, aph = 80 on the trisss satef lal at each heating rgaimd •vleev std. Iate++1 1•ai Wye CRC Bueettll Pleillt), Dad Leah 19.0 par , MAX DEFLECTION (s}-) st bee. analyzed -10th indicate+ , L/989NU 19.20 (.II VE) Lc 1 IF 0.00" m 0. Go'. T. -0.01" CRMCAL NBIOn FORCES: TC CORP. DVB. / TENS. DUB. CSI 1-z .1" LBO / 88 1.80 0.1a Z-3 -75 1.25 / M 1.90 0,10 . 3.4 -a 1.Ls / 78 1.50 0.09 4-5 -63 1.1s / M 1.80 9.03 s -a .32 1.25 o.os 6.7 .32 l.ss / fi4 1.60 o.05 7.s .63 1.ss / tis I.so 0. as 8-9 .70 1.z5/ 78 1.so 0.09 8 -Ie -81 I. / 63 1.80 0.10 10-u -IL4 1.so / 93't1. so 0.10 �isii(1�cti� assts oC&I Iz a ( 13-14 / 0.02 l4 -IS / 0.02 0 02 is:ii 1 O.Oz 1 10-1-1 Or5e8 9-9-3 17-1s / 0.01 1 2 3 4 5 67 8 9 10 11 Is -18 / 0.01 is -eco / 0.11 6.00 6.0 RB L-13 COED. OUB. / -203 I.zS / TENSDOS.. CSI fN I.CO O.W 4I 4/2006 3-14 -Ill I.Ls / N 1.00 O.OL ROBINSON 4-ls -132 1.29 / Ilz 1.00 0.04 W0: Drive_N_dr2706_L00007j00001 s-18 s -v .1L1 1.25 / -lz9 I.ss / 30 1.fio 0.04 10 1.Go 0.04 Dsgnr: rig Sas - 11 LL5 / 8• 1.80 0. Off TC Live 20.00 psf lo -IB .205 1.25 / s4 1.60 0.03 TC Snow 0.00 psf Bee1 BRSI noted. Bracing shown is for lateral support of components membersonly to reduce buckling length. This component Bell rat be paced in any TC Dead 14.00 psf 1<it o.13 ronment that will cause the moisture content of the wood to ot¢eed 19% and/or cause connector pate corrosion. Fabricate. handle. install BC Live 0.00 psf light 0.14 and bmce this truss in accordance with the famwing sumdards:'Joint and Cuttg Detail Reports' arguable as output from Tn zwal software. 5-41-9 1.5-4 O.C. Spacing 2- 0- 0 Durban, CA 95938 'ANSI/FPI 1, WTCA V- Wood Truss Council of America Standard Design Responsibilities. 13UILDING COMPONENT SAFETY INFORMATION'- 1.5-4 3-4 1.5-4 2-4 2-4 2-4 2-4 2-4 2-4 I 20-3-12 I 12 13 14 15 16 17 18 19- 20 OVER CONTINUOUS SUPPORT 5-0-9 SHIP N .227 -C Ex :06130 CIV ��� T(u�wal Ip s sn a se fr re 2 a. unless shtiwrl b '18'(18 aa�1 'H" 76 ga. r "MX' MX 20 a ), p idone per Joint D tails Report CClic 000 late �� �ates are oslgon.r'.s showlialfove. 111 abPe stud ares to av�td over a vnt�i swctural fates or Eta le . 4I 4/2006 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. cost: DENNIS ROBINSON This design is for an individual building component not buss system. It has been based on specifications provided by the component manufacturer W0: Drive_N_dr2706_L00007j00001 and done in accordance with the current versions of TPI and AFPA design standerds. No responsibility is assumed for dimensional accuracy. Dimensions Dsgnr: rig SLC = 16 WT: 114# are to be verified by the component manufacturer andlor building designer prior to fabrication. The building designer must ascertain that the loads uulized on this design meet or -ad the loading imposed by he to al building code and the particular application. The design Resumes that the top chord TC Live 20.00 psf LiveDar L=1.25 P=1.25 F is laterally braced by the rcof or Boor sheathing ed the bottom chord is laterally braced bye rigid Breathing malarial directly attached, unless otherwise TC Snow 0.00 psf SnowDar L=1.15 P=1.15 noted. Bracing shown is for lateral support of components membersonly to reduce buckling length. This component Bell rat be paced in any TC Dead 14.00 psf Rep Mbr Bnd / Corp / Tens ®eav ronment that will cause the moisture content of the wood to ot¢eed 19% and/or cause connector pate corrosion. Fabricate. handle. install BC Live 0.00 psf 1.15 L 1.00 / 1.00 79Z Durham Dayyton Highway and bmce this truss in accordance with the famwing sumdards:'Joint and Cuttg Detail Reports' arguable as output from Tn zwal software. BC Deed 8.00 psf O.C. Spacing 2- 0- 0 Durban, CA 95938 'ANSI/FPI 1, WTCA V- Wood Truss Council of America Standard Design Responsibilities. 13UILDING COMPONENT SAFETY INFORMATION'- (SCSI 1.03) and'BCSI SUMMARY SHEETS' by WTCA ed TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wiecorein 53719. The American Forest and Paper Association (AFPA) is located at 1111 1gth Street NW. Ste 800, Washington, DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/380 TC: L/36 Job Name: ROBINSON 2706 Truss ID: V05 0.031 l781'-.1-1 Qty: BSG 1 -LOC "Acr SIZE RPD n 2a4 DPL 41 ••[ra)=fun NONM USI I -see I.Iat Rep.rt•• UPLIR REACIION(s) 1 2 1 0- 1-12 157 3.50" 3.50" 2:4 DPL 4l fl.tiv�l pee • ANSINI - 1995 RESULT OP Sappart t - S.ppart z -el ih , -11 Ib 2 2- 8• 9 106 3.50" 2.44" Lr4 OFL STANDARD Pula VALUES PER .CRO ResBARCR REroRr 11907. THIS DBSICN IS 799 COMPOSln NULTIFIX LOAD CASKS. s.ppert 3 .79 Ib 3 4- 1-14 211$ 3.50" 1.510" I.e.4e4 Por 10 PSP - t RCI... 8 BANC®S ARE aiDICATED ON THIS DRARINC, S.ppert 4 -59 Ib 4 6- 1.14 138 3.50" 1.50" Y.h .11 ioteri.r best leBeutiom. THEY ARE EASED ON 1.5" BANGER NAILS FOR S.pP.rt s -R 111, 5 8- 1-14 157 3.50" 1.50" Lmta11 intortor s.pp.rt(e) before ereetlse. 1 -PLY AND 3" BANCRR KARIN F09 NULTI-PLY S.ppis a -62 Ib 8 30- 0- 0 130 3. SO" 1.50" D4X-yIe.Be .eat be p-14 to .v.i4 p.d1.E. GIRDERS. IP t.s" clw NA11S ARE us®, iBE S.ppert 8 -E7 1b 7 11• 0-15 19 3.50" 1.50" a•u.vte staolea f .hie bletta. RANGERS NOST Ee RE-EVALUATED (EY 0[BERS). S.F t a -l0 It, 1b 8 12- 1-14 18$ 3.50" 1.50" OIID� 5.t iM�30" letear le, Rs. Thi�t�� m o1. �1� ix ties s.ppert Io -79 9 13• 7- 8 109 3.50" 1.50" pbl.DhEs�Cll®R 't rapesea f 4T. i uum®v O�rl W.-InS3719.ThoA.�d..Forst."dPeW,A ociation(AFPA)i.1-tdal1111lgthStl.LNW.Ste800,Washington,DC20036. Bldg Code: 10 18. 2. 0 159 3.50" 3.50" "�••� �e Zoasou. Nei = Ye,, ee Iayorc BR6 REQUIOE�iIS Shown are based ONLY D1.Ee..la s= p.rt of the .h+et.� .e _ Tessa IaotIso . N.i Ed Zeve Oa the trus9 material at each bet ri °B y- tbl. teras .ori ..y s[ be ---A. sbe.11,11 b. a d itl...1 a..rtee.e/O.s.v Lim Ne C.te3e v C nab 6 89.30 <r, naE Both ryio.00 tt RAX DEFLECTION (span) ( poaoo) zy .pplld �pe rt to at I.t-I few, by .th!- h.t is rat a thea. �heteht - 17.36 tt, .rph 80 L/999 1®1 15.16 (L"E)•I.0 t repir d mlese td. Latent t..b b.ws fJC Be.entl.l P.ellity, Dea4 Ia1 c 19.0 PsF L= 0.00" D= 0.00" T= -9.01" not boss .a.lyred olesa Idtutd -MCAL NOaBR Poe®s: 7C CD". DUI. / TINS. d)1. CSI t -E -36 1.zs / as I.60 4.10 2-3 -Ba t-25 / 73 1.60 0.10 - 3-4 -71 1.25 / 57 1..0 0.03 4-5 -43 1.23 / 52 1-60 0.05 5-a -43 1.25 / 52 1.60 0.as - 6.7 -71 1.23 / is 1.60 0.03 ' 7-8 -33 1.2s / BE 1.60 0.10 8-9-ez((I.as / 61((I.RO 0.10 -Z63 nlli(1180) ..!Cl. i®L9)i 0-11 II-Iz / a.oz 12-w / 0.02 - 13.14 / 0.02 14.15 / 0.01 I5•I6 O COMP. DUE. / TENS. INR. CSI z -n -204 1.25 / 0.031 l781'-.1-1 8-1-1 Q5�8 7-9-3 1 5 3-12 3-13 -lot I.Ls / -.25 1.25 / 7a 0.02 z8.0.037-14 1 2 3 4. 5 6 7 8 9 WO: Drive_N_dr2706_LD0007_j(b601 •O9 l.zs / 77 0.02 DS nr: CH g Sas-za 1.2s / 1a o. os 6.00 -6.061 Beet Taft 3CSI 0.14 I. laterally breed by the roof or now eheathirg and the bottom chord is laterally braced by rigid sheathing material directly attached, unless othermse TC Snow 0.00 psf Right 0.14 noted. Bracing sndwn is for lateral support of components members only to rduco buckling length. This component &hall not be placed I. any - TC Dead 1,54 4-41-9 1.5-4 1 16-3-12 I 10 11 12 13 14 15 16 5-4 OVER CONTINUOUS SUPPORT 4.41-9 SHIP aVv���ae9owwaR IS). CtNrc�`t l I�t�a^�a�se�rameD�a�esafesoslobnebdYash�a)wrlal�bvacZ= 4/74/2006e-�h1 ARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cost: DENNIS ROBINSON This design is for an indvidual building component not buss system. It has been based on apacificafions provided by the component manufacturer WO: Drive_N_dr2706_LD0007_j(b601 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS nr: CH g #LC = 16 WT: 85# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer muss ascertain that the loads utilized on this design most or emeed the loading imposedby the local building code and the Particular apWc ition• The design assumes that the top chord TC Live 20.00 psi LiveD9r L=1.25 P=1.25 CFS I. laterally breed by the roof or now eheathirg and the bottom chord is laterally braced by rigid sheathing material directly attached, unless othermse TC Snow 0.00 psf SnowD9r L=1.15 P=1.15 noted. Bracing sndwn is for lateral support of components members only to rduco buckling length. This component &hall not be placed I. any - TC Dead 14.00 psf Rep Mbr Bud / Camp / Tens ® -Aronment that will cause the moisture content of the wood to aced 19% endfor cause connector plate corrosion. Fabricate. handle. instal BC Live 0.00 psf 1.15 / 1.00 / 1.00 792 Durham DaYYtoe Highway and brace this truss in accordance with the following slandards:'Joint and Cueing Detail Report amenable as output from Truswal software, -ANSI/TPI Wood Truss Council America Standard Deaign Respollsiblitiea,'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 792/1Du CA 95935 1', WTCA V- of (SCSI 1-03) and'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate moUtum (TPI) to located at 583 D'Onehfo Drive. Madison, TRUSPLUS 6.0 VEA: T6.5.2 W.-InS3719.ThoA.�d..Forst."dPeW,A ociation(AFPA)i.1-tdal1111lgthStl.LNW.Ste800,Washington,DC20036. Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/36 Job Name: ROBINSON 2706 Truss ID: "V06 Cast: DENMS ROBINSON W0: Drive_N_dr2706_L00007_J00001 Dsgnr: CB SLC = ' 15 WT: 58N Qt.: 1 YYG X -LOC YEACT SIZR Y6Q'D 7C 2:4 OPL sl "IPN]=PIA1T MONITOR USED -See Joist Report•• TC Snow UPLBI REACTION(S) : 1 0- 1-12 130 3.50" 3.50" k 234 DFL n ,. nettvEspec : ANSIM, - 1803 TC Dead Support 1 -EL lb . 2 2- 8- 0 103 3.50" 2.44" 2r4 011 STANDARD PIAn VALUES PER ICRO RESEARCR REPORT #1607. TBIS DESIGN IS THE COMPOSITE MOLT OF MULTIPLA IAAD CASES. environment Ihel will cause the moisture content of me woad to exceed 19%and/or cause connector Plate corrosion. Fabricate. handle. install *Joint Sapport z •Id Its Sapport 3 •77 Its 3 4- 1-14 215 3.50 1.50 Yah e11 ieterlar brad Iou[iov. IF EANGM ARE INDICATED ON TRIS DRAWING, 792 Darhaa Da ton Highway S.ppart 4 -e 1b 4 6- 1-19 138 3.50" 1.50 IastAlI laterler sappart a) before e_e Toa. THEY ARE EASED ON 1.5" EANceR MARKS FOR .1.00 2- 0- 0 Support s -77 Ib 3 8. 1.19 215 3.50" 1.50" Drelsrae vet be'prwlM to ava14 pedieg. I -PLY AND 3" BANCEA NAILS FOR VOLT[ -PLY Sapport 6 -11 Its ' 8 9- 7- 8 103 3.50" 1.50" 6 Ma) to ettaaaples Por le blocks. aULnI%N Dsslcra�n Y16t YEIITFY CARIB IAADSt eIRDERs. IF z.s"'aux NAILS ARE os®, Tas RANGERS MUST RE RE-EVALUATED (in alioiQs). s.awre 7 -EI Ib 'tt,ie t:.ea is 4 .lagld alae the 7 1i- 2- 130 3.50" 3.50" It bmclsll L�4.iM • 50" latarwSI PLATING RASED ON Cam LUIOt� VALUES. Bldg Cade: CRC -01 Cde. BYO YEQUIYEN16NlS shown are lased ONLY MG -bi- i� e., to e1d lad lid [o face. leP, ■ IS Emlad = Ycs, LOor[eoee Fsctor = 1.15 the. trans material at each bearing see "CeoeraI Gable Detel 0002083035. T_ L -ti. =Net Pni Tom C MAX DXFLYCIION sppaatea Oiaaemla ohms:y_ part of the t -t- of be Sbeat"i.g 9.rricane/Occas Lim = No ib fate6ory ■14R tii�000aaYpttLL = 98.50 R, ■I4E iAtb 770.00 fY L/989 NDN 11-12 (LM) I.0 1 tble [fav ad vy rut remM. be appeld Por aMitieml rt to R, aph = 80 L= 0.00" D= 0.00" S= -0.01" 0.L I. lD sr�a let Let 1 lea6, by ties- h.t is vt Cic fi=e ielEPac11117.88 tT, Dee4 loa4 1R.0 Par CR_ FORCES: TC COIP.(DUR.)/ TENS.fli CSI earl -d vlese td. [stmt lade have ^^t �s emlyd vlem Idlutd -2 -78([.803/ 93 0.12 2-3 -26 I.23 /all -10.03 / sE E.o3 .9_L8(0.11-7 78i(1.60))/ 83 0.0 CORP. e s.u3; f :3 ai 9-10 0.02 AD -11 13.02 Ti -12 / 0.11 ill WCMDORuaiiu}l. /i TeNs. WCSI i�2{{ 0O - 0.. Ci -lS Heel ICSI Ler! 0.11 Right 0.11 6-1-1 1 2 3 5-9-3 _ 7 _ 1 4 5 6 7 6.00 6.0 5-6 1.5-4 -6 1.5-4 3-11-9 3-0-9 SHIP 1.5-4 3-4 1.5-4 3-4 l 12-3-12 1 . 8 9 10 11 12 OVER CONTINUOUS SUPPORT 1 WARN/NG Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design nd is for an individual building component not truss system. fl has been based on specification prmidd by the component manufacturer with the current version of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions adone in accordance wver are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized an this design meet or exceed the loading imposed by the 1=1 building code and the particular application. The design assumes that the lop chord Cast: DENMS ROBINSON W0: Drive_N_dr2706_L00007_J00001 Dsgnr: CB SLC = ' 15 WT: 58N TC Live 20.00 psf LiveDur L=1.25 P=1.25 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 SnowDar L=1 . 15 P=1. 15 noted. Brscing shown is for lateral support of components members only to reduce buclling length. This component shall net be placed in any TC Dead 14.00 psf Rep Rbr Rod / Comp / Tens ® environment Ihel will cause the moisture content of me woad to exceed 19%and/or cause connector Plate corrosion. Fabricate. handle. install *Joint BC Live 0.00 psf 1.15 / 1.00 / 792 Darhaa Da ton Highway and mace this truss in accordance Mth the following standards: and Cutting Detail Reports' available as output from T-1 software. 8.00 O.C.Spacing .1.00 2- 0- 0 Derham, %A 9938 'ANSI/TPI 1. WTCA V -Wood Trus,t Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead psf (8CS1 1-03) ad'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Rate Institute (TPI) is located at 583 O'Qgfris Orim Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin53719. The American Forest and Paper Association (AFPA)islocated atIll 1191hStreet NW, Ste 800.Washington, DC20036. Bldg Cade: CBC -01 DEFL RATIO: L/360 TC: L/3611 Job Name: ROBINSON 2706 Truss ID: V07 Qty: 1 BED X -LAC REACT SIZE Rr;.D TC 2.4 DFL. al ••IAI),PUTE a0N�T�I USBD-See Joliet Iepart•• UPLIFT REACRON(S) 1 0- 1-12 184 3.50" 3.50" Z. DFL n PLt1oR apec ANSIRP[ - 1995 S.pport 1 -ae Ib 2 2- 8- 8 95 3.50" 2.44 IfEa La4 0FL STANDARD THIN DESIGN IS TEE C010OS17B ILSULT OF S.pport L -15 Ib 3 4- 1-14 120 3.50 1.50 PUTN VALUES PRI ICIO IRSIARCa REPORT 41807. Wh i.t Elm, bear) 1-tia.a. , RULT[P18 LOAD GSBS. IFRANGERSINDICATED ON THIS DIMING, S.pport 3 -I8 Ib S.pplrt 4 Ib 4 S- 7- 8 95 3. SO" 1.50" .11 Install i.tvier .opperttj.) bef.aw ciao. TM An LASED ON 1.3" RANGER NAILS FOR -15 S.pport 5 -48 Ib 5 B- 2- 0 194 3. SO" 3.50". Drwiv� ...e be p-ldd t..-Ild pejAiog. 1 -PLY AND 3" RANGER NAILS LDR RULTI-PLY Thi. cross 1. 4e.IgeW .si.a the 61:6 BEQUZBENHxIS shown sure, hosed ONLY La3��eaaat..ehwrples a a�s6 1. blaclra. IUl7DTNC DESIC777� a05T VEl[LY GAIIB LOADS G12DERS. IF a.s! CON NAILS ARE USED. Tae IAIKERS MUST u u-EYALWiD (six alffiS). CIC -01 ode. Ili Rocl-4 xee, xE�ert..re F.et.r = 1.I3 on tk crass material at each kari n6 (.) b.wei 1-d a so" iltesvel., PIATING ILS® ON GR®1 LDOBQ ALULS. = rr a. Iae.ti.e = Not Less MAX DEFLELTION (span ) L/998 NEN 8-0 (L.IYE) I.0 1 gable ie r:pa�N ce •1d�oad lid c. Taco- See "Ceoee+l C.DIe Dotail.', COO20B.5035. Ree No., at..Ler3' = c IIS L�e�t� 88.50 tt, III8�i4th 70.00 R L- L- 0.00" D= 9.00" T= .0.01" Dlin-1s s= eF the trstare of Wisconsin537% The American Forest and Paper Association (AFPA)islocateda1III 119th Street NW. Ste 800.Washington, DC20038. lea! - height = 18.38 ft, .ph 80 ClL7Ic4L 1®RBII FORCES: r chi. e.was .aR .q a be .e.v.i. sbe.thlrg L/360 TC: L/38 C2C 111-tl.1 Facility, Dead lad 18.0 psf Tc-187((DOR.3))/ TSNs.((((1.60) DUR.CSI =seY.L. .n.. be of I led -d �L.ih�.w i i ort L-3 142 1.25 / 70 1.80 0.07 m ted. 3-4 142(1.25))/ 70(1.80)) 0.07 mt bce. em1 nd L.eiatd 4-5 .187(1.25)/ 82(1.80) 0.07 COXP.f11L5)/ T05 it. B-7 f 0.081 7-8 / 0.09 ' °E ro�fD 3S TEO " DI 3u.SI Reel aCST ft Le0.11 light 0.17 1.5-r 1 4-1-1 0-5-8 3-9-3 I 1 2 3 4 5 6.00 6.0 unless 7 20 OVER CONTINUOUS SUPPORT 2-11-9 SHIP Ct V i WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not Was 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 standard.. No responsibility is assumed for dimensional accuracy. Dimensions The building designer must cenain that the load. are to be verified by the component manufacturer and/or building designer prior to fabrication ea utilized on this design meet or meed the loading imposed by the local building code and the particular application. The design assumes that the lop chord Cast: DENNIS ROBINSON W0: Drive_N_dr2706_L00007-J00001 DS nr: GH $LC = 1$ WT; 35$ g TC Live 20.00 psf LiveDer L=I.25 P=1.25 is laterally braced by the roof s floor sheathing and the bottom chord is laterally braced by a rigid sheathing malarial directly attached. unless otherwise TC Snow 0.00 psf SnowDer L=I.15 P=I . 15 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall nal be placed in any TC Dead 14.00 psf Rep Bbr Bnd / Comp /Tens ® environment that will cause the moisture content of the vnod to exceed 19%and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psF 1.15 / 1.00 / 1.00 792 Durham Dayton Bighway and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports' available as output from T-1 software. O.C.Spacing 2- 0- 0 Dnrham, CA 95938 'ANSI/TPI 1. WTCA V- Wood Trus. Council of America Standard Design R.spossibilities.'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 8.00 psf (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 VU: T6.5.2 Wisconsin537% The American Forest and Paper Association (AFPA)islocateda1III 119th Street NW. Ste 800.Washington, DC20038. 1 Bldg Code: CBC -01 DEFL RATIO: L/360 TC: L/38 2006-0017892 /yt - f' Recorded I REC FEE 10.00�� AND WHEN RECORDED MAIL TO: BUTTE Official Records I COUNTY County of I CWOR*D COPY 1.00 BUTTE COUNTY BUILDING DIVISION But 1 7 COUNTY CENTER DRIVE�}/� � CMXE J. GRUBBS I MAY OROVILLE, CA 95965 5 2006 County Clerk-Recorderl DEVELOPMENT I I DD SERVICES 03:23Wq 10 -Apr -2006 1 Page 1 of 2 . ilii ooi iio i iioo i u iooi i iii oio ioi of 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 6 PR ERTY' OWNERS: C :� T lel-;Vt 4�e /X State of California County of `kG/t On CA 06 before me, personally appeared *\)Q.,r�(1 .� \��>'(15��—' ��ypersonally known to me to be the person(s) whose name(s))(/are subscribed to the within instrument and acknowledged to me that 'bc/she/they executed the same in dig/*/their authorized capacity(ies), and that by tier/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the perso cted, executed the instrument. WITH SS my h d and officials al. W19DEMORAHK. gmM 1394101 Signature eal:KI:CAtPMWG OUNTY EXP: JULY 9.200 "4 A. P. # ®`�PI — o��'� " DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 18, 2002, IN BOOK 153 OF MAPS, AT PAGES 81 THROUGH 85. APN: 079-270-087 �� � �� tllllatllilllllfltllll-hall! ��•�� RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW. CO. /9 AND WHEN RECORDED MAIL TO: DENNIS ROBINSON KIMBERLY ROBINSON P.O.Box 2306- OROVII:1:E, CA 95965 ORO -C ;1 _:? x Or&i N&:. GRANT DEED = Recorded Official Records Caun__ fir_ DMIM J. GMJB8S ifRecorder Blom -4�s�s�atd :- TAX M aoU.VY S110.00 at time of sale, I REC -FEE 13.00 ' I TAX 110.00 I 1 I I ! Myles ' I Rage 1 .of 3 FOR A' VALUABLE CONSIDERATION-, Receipt of which is hereby acknom4edgeei. GERALDINE-L. GRANT, AN1 NMARRIEDMOMAN •AND JAMES ELTOH LEGGETT, A SINGLE MAN AS JOINT TENANTS hereby. GRANT(S) to DENNIS ROBINSON and IUMERLY °ROBINSON, Husband and Wife as Joint Tenants ,., .. ,. _ •,_.. �. the following described property -in• the UNINCORPORATED AREA, County°of Butte State of Cal.ifomi_.a; Ymay SEE LEGAL DESCRIPTION ATTACHED ATE OF, CALIFORi�tIA ^ `t'x ' r`ne�l�r. a Y }SS �' .' a�a 64 OF 1 t—I "7 N`Sl"> before me.' f1�1 l+ �(�. v /�ritaiu.ni�lic - - , -ter-- -- — ;- personally known to me or roved tom n e as o sans cto ev encs e the person w osefimaare subscribed to Me within instrument and _acknowledged to me thae/they executed the same iaQ/her/their authored capacity(es}and that byQAmr/their signaturQ0 on the instrument the person($] or thb entityupon behalf of which the petsori(q�acted, executed the instrument: WITNESS myhand and 66fficial°seal.-' . // Signature r This area for official notarial seal ~`�� 3 1M '. ;Z�, 'i.• a •. 1. • ^• , M. OLIVA Commission 9 1325317 Notary Public - Cal fomia y Marin County , MY Comm E)mims Oct 15,2M5 NB \, v` If FO.L4•I.P. LS. p\ ACCEPTED THE HE IN6TN JJ CORNER SEC.C. THE 26 6 NE CORNER PCL 2(R) (R) HE CORNER PCL 1 (112) f L4• IA. LS. 2000 PER ISI.EI SEE DETAIL •A•-� SHEET 8 R=I na R-1769.67 L-467.00' L-463.87 () (E.D) ¢.(M) p=167r491 L -15.2r45' L=539.78 Phi R-2000.00 R-1999.84' ' C 1/4 CORNER FD. L4.1.P. LS. 4202y' �\ LP.PER (IA112)BE0. BE CORNEA NER PCLPCL 1 (RI) & MONUMENT :T PARCEL MAP S 47RSSa E (7)Ivm ryl 'n S 43.0175E (-D)12Tb1' 3 q 0 l Qa4' b,� C7 8i g1 i� NA.M.. UNINCORPORATED AREA OF SURE COMM CAUFORIBA FOR fi FD. BRIDGE SPIKE 3v4' I.P. L S.3825 PER (R2)3 BE CORNER PCL i ' 2 (R2) u i .g SHEET OF QP b I FD. 314' I.P. LS. 4202 L6' I.P. L& 3825 PER (R2) Be CORNER PCL 3 (R2) 172226' N 8rOr54' E (R) 132 N 69'08'7] E (S2) 132126' PARCEL n x22.OS ACRES NORTH R/W (D.E) NORTH R/W (M) A-1SO1TAr p-1500'55 R=I na R-1769.67 L-467.00' L-463.87 () (E.D) ¢.(M) p=167r491 L -15.2r45' L=539.78 L-539.70' R-2000.00 R-1999.84' SOUTH RlWI1 ) \ \ D-lsroo'sr �\ R -1829.W85'' 1-479.58' SOUTH RAY (D,E) A-159 w �\ R-1839' L=4F9.92' l PARCEL (2� 21524ACRES Pds SEE DETAI SHEET ti O F Le aag3I�F�,>` A -LB e\ PLANNING CM 1/16 CORNER 220 CRAND AVENUE OROVILLE. CA (916)533-2068 � LDA W11C0R s VICINITY MAP N.T.S. N.T.S. o s1 g Og+ SEE DETAIL •C• SHEET4 1/04TH CORNER Iz i lz y OJL\ ig 9i O9 g i TRAVELEDDIGGER AY LA A COLO DIGGER LANE SEE NOTE Mt CORNER POST i I CORNER POST 1 &9 NORTH OF C ACCEPTED AS THE CW 1/16 I frd I 1 A9140RT16 168 EAST PROPERTY UNE fy�J CORNER SECTON2 OF PROPERTY CORNER FD. 7/4• I.P. 3324202 PER (R) ' ' I MEANDERING BARB WIRE FENCE v hA�' - C2 v, BE CORL&76254(R(R,R21 v- �`-- , BE CORNER PCL 2 (I) 0i 0 'OLD BARB WIRE FENCE -w BE CORNER RCL 4IR2) 128526' (Y) __ v " N89"7Mr E(R)191&1V N86'4560'EM)131BAa ____. __________________ N 89.Or1 S E (E) N 69'04'4P E (11111310.' 1 (RTC) SEE NOTE 'r _ O.R. 98066589 N 89'9rOr E (R8) 9':Lnn0 ?rOJec tS � \Dli3J�tl-sq\p1R3DP1i6r:s D'i/i9./J7. .•_. �' AN PSI i oto H SEE DETAIL O' m PLANNING CM 1/16 CORNER 220 CRAND AVENUE OROVILLE. CA (916)533-2068 � LDA W11C0R s VICINITY MAP N.T.S. N.T.S. o s1 g Og+ SEE DETAIL •C• SHEET4 1/04TH CORNER Iz i lz y OJL\ ig 9i O9 g i TRAVELEDDIGGER AY LA A COLO DIGGER LANE SEE NOTE Mt CORNER POST i I CORNER POST 1 &9 NORTH OF C ACCEPTED AS THE CW 1/16 I frd I 1 A9140RT16 168 EAST PROPERTY UNE fy�J CORNER SECTON2 OF PROPERTY CORNER FD. 7/4• I.P. 3324202 PER (R) ' ' I MEANDERING BARB WIRE FENCE v hA�' - C2 v, BE CORL&76254(R(R,R21 v- �`-- , BE CORNER PCL 2 (I) 0i 0 'OLD BARB WIRE FENCE -w BE CORNER RCL 4IR2) 128526' (Y) __ v " N89"7Mr E(R)191&1V N86'4560'EM)131BAa ____. __________________ N 89.Or1 S E (E) N 69'04'4P E (11111310.' 1 (RTC) SEE NOTE 'r _ O.R. 98066589 N 89'9rOr E (R8) 9':Lnn0 ?rOJec tS � \Dli3J�tl-sq\p1R3DP1i6r:s D'i/i9./J7. .•_. �' AN PSI T oto SEE DETAIL O' SKEET ' C 1/4 CORNER itNO MONUMENT :T PARCEL MAP A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST TER OF SECTION 26. TOWNSHIP 19 NORM, RANGE 4 EAST, NA.M.. UNINCORPORATED AREA OF SURE COMM CAUFORIBA FOR _- C4 MAPS GERAIDINE L GRANT8 JAMES ELTON UEDGETT SHEET OF T dim Egg zz 1/4 SECTION CORNER FO 11r I.P. LS 2900 PER RJT4.RB,S3) 1. P. PER (R7) S 26 —635 1/\\\��y��9—�\7 ENGIUNREyEAR�'R:GC, �i 220 GRAND AVENUE OROMLLE. CA. (916)533-205 �.\Loon PrnjecTs F2\01070'.rny-:Di�7dPPN.tlwy D7it9/02 05.54..03 AH PST 88a w.1/r REBAR L8.4202 PER (no) 1 -___r_____________ 06 , a � 88y CEiq QW AY �'P t0 N ' I PD. 1/2' REBAR LS. 4202 PER (RB) OUT OF POSITION OAT WEST OF LINE 41.68(M) J L w. t/r REBAR 4 4&57 (R9) L.S. 4202 PER IRS) PARCEL. MAP A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST OUARTER OF SECTION 2& TOWNSHIP 19 NORM. RANGE 4 EAST, M.O.M., UNINCORPORATED AREA OF BURS COUNTY, CALIFORNIA FOR GERALDINE L GRANT 6 JAMES ELTON LEGGETT • SHEET 2OF5 BASIS OF BEARING ' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE , 8U41EM2ONE; NAD 61, A8 EBTANL6NED BYOP.B. THE 018TMICE9 BIIDIANMMME WID IANCEe. TO CN.OJIAlE 6U6AO: MEWRENBA9. WLTU7.Y BY TNEODN81NAlgN FACTOII OF OF 1.49W6. I • � R LEGEND: N e9tl84r E (R) 1326.6r (RC) N BWDW47 E (R6) 1326.97 - -' N WIr3r E IRS) /928]7 • FOUND MONUMENT AS INDICATED N e6'4T46• E (M) 1=8111' S23 4 SET 1/2• REBAR TAGGED L.S. 42M OR AS INDICATED - 52 O POINT DETERMINED ONLY 1/4 SCETION CORNER X w, BUTTE COUNTY BRASS MONUMENT IN WELL . 1118TH CORNER w 1.7 .P. LS 2s1] 1 (4) MEAS RED N.T.S. 6 3/4' I.P. LB 3826 PER (R) (C) CALCULATED ¢ BUTTE COUNTY MONUMENT UNE SW CORNER LOT 112 IRS) I.P. PER (R7) IRON PIN IN PAVEMENT PER (R6) (R) BOOK 0 MAPS, PAGE 90, 91, 6 N - I (R2) BOOK 7/ MAPS. PAGE 66 (R3) BOOK 74 MAPS, PAGE 64 - (R4) BOOK 133 MAPS, PAGE 34 _ 61 ^ (RB) BOOK 11 MAPS, PAGE 27 • ' (RB) BOOK 46 MAPS, PAGE 38 - H (R7) BOOK 80 MAPS, PAGE B8 ' I (RB) BOOK 127 MAPS, PAGE 33 F (R9) BOOK 129 MAPS, PAGE 28 F • ^ _ (S) UNRECORDED PLAT BY K.E. BOULE, L.B. 2513, DIA FEB. 1963 RLE Y Qt 11, ON FILE IN THE OFFlCE OF TME COUNTY SURVEYOR Z T Z _ AS DRAWING A -S35. - CN 1/16TH CORNER (S2) UNRECORDED PLAT BYT.G. RNLAYSON LS. 2000, DATED FEB. 1870, FILE I Bd/9, ON FILE IN THE OFFlCE OF THE COUNT' N 69'W7A' E (A) 1022A0' SURVEYOR AS DRAWING C-894. N BB•4r2r E (M) 1922.98 (63) UNRECORDED PLAT BY T.O. FIN EO DATED FEB. w. 9/4• IP. LS. 9825 ph w $ 1 1984, FILE I B-375, ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR AS DRAWING 0893.CN/1HCORNER - ACCEPTED AS THE NW 1/16TH I/I A� (E) BUTTE COUNTY DEPT. OF PUBLIC WORKS DRAWING E-1392. CORNER BEG 288 THE 1^.1 (D) BOON 2798 OFFICIAL RECORDS, PAGE 881 NE CORNER PCL 1 (112) HE CORNER PCL- 2 (R) ¢ �T ' (D2) OFFICIAL RECORDS SERIAL NUMBER 98.70013 p 3/4' I.P. L.S. 29M PER (52,E) SEE SHEET 1 '�` W = Z Z= E Z : Z ACCEPTED AS THE CW 1/16 CORNER SECTION 26 _ _ . 1/4 SECTION CORNER ' .� C114 CORNER PD. 3/4' I.P. L.S. 4202 NO MONUMENT SET MONUMENT PER OTHER MAPS IS NOW MISSING, / ]/4,1 P L.S.3436 PER (R,R2) BE CORNER PCL. 2 (R) I N 69.04'44• E (AT) 2719.3T N 871171' E (8]) 272718 I CALCULATE THE LOCATION OF THIS CORNER FROM FOUND MONUMENTS TO THE SOUTH (R9). SE CORNEA PCL 4 (R2) N e9'0'/'Sr E (E,R) 2721.47 CALCULATED LDCATION FALLS IN MOUND OF I I// N 674]'67 E (m)2'719.71' 2727.37 (S3) S2B STONE I DO NOT SEf A MONUMENT. 191&18 (n) N 874760' E (M) 1918JOr �� \ 525 N 6r4YSW E (M) 4077.77 . N BTQ71or E (R.R4) 4039.61• (R) dim Egg zz 1/4 SECTION CORNER FO 11r I.P. LS 2900 PER RJT4.RB,S3) 1. P. PER (R7) S 26 —635 1/\\\��y��9—�\7 ENGIUNREyEAR�'R:GC, �i 220 GRAND AVENUE OROMLLE. CA. (916)533-205 �.\Loon PrnjecTs F2\01070'.rny-:Di�7dPPN.tlwy D7it9/02 05.54..03 AH PST 88a w.1/r REBAR L8.4202 PER (no) 1 -___r_____________ 06 , a � 88y CEiq QW AY �'P t0 N ' I PD. 1/2' REBAR LS. 4202 PER (RB) OUT OF POSITION OAT WEST OF LINE 41.68(M) J L w. t/r REBAR 4 4&57 (R9) L.S. 4202 PER IRS) PARCEL. MAP A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST OUARTER OF SECTION 2& TOWNSHIP 19 NORM. RANGE 4 EAST, M.O.M., UNINCORPORATED AREA OF BURS COUNTY, CALIFORNIA FOR GERALDINE L GRANT 6 JAMES ELTON LEGGETT • SHEET 2OF5 FD, SH' 0 LP. 1.O}.P. PER (E) N 01'0101 W (M) 8.79 S894674 W (M) 85.. 0, 89'0740' W (R) G&W N 8"rW W (R2). I/ 1 FD. 3/0. O.I.P. 3/0' LP. LS. 3625 PER (RX0 DETAIL "A" N.T.S. �� ® �S( PLANNING 220 GRAND AVENUE OROV1LtF, CA 9t65}]-2068 D\L—lu P—i—Ys 03/!9/02 05:54:02 A*1 PS N 8846W E (M) o a+ufecoRNER BARB WIRE Fl! FENCE I NOTES: } d 1) THAT EASEMENT SHOWN ON (RAA AS GOLD DIGGER LANE IS NOT AN EASEMENT APPURTENANT PARCEL 2 AS SHOWN ON THIS MAP. THE ACTUAL TRAVELED ROADWAY /8 TRAVELED AS OF THE DATE OF THIS SURVEY AND LOCALLY USED AS GOLD DIGGER L LANE IS HOWEVER PARTIALLY LOCATED OVER PARCEL 2 OF THIS MAP AND THAT PORTION SO LOCATED DOES SERVE AS AN ACCESS TO PARCEL 2 OF THIS MAP. . 2) THE CENTER 1/0 AS USED By KE SOULE (S) AND T.G. FlNLAYSON (82,53) AND BY 1 BUTTE COUNTY (E) IS NOT THE SAME AS THE C 1/0 AS ESTABLISHED BY THIS SURVEY. A � CAUTION SHOULD SE USED WHEN COMPARING DIMENSIONS FOR LINES CONTROLLED ry'�?sT' JC6 BY SAID CORNERS, g 3) EXISTING PRIVATE GRAVELED DRIVEWAY, 212'WIDE PROVIDING TRAVERSABLE ' ACCESS TO LANDS OF OTHERS, FOR WHICH NO ENCUMBERING EASEMENT WAS DISCOVERED. DETAIL "A" N.T.S. �� ® �S( PLANNING 220 GRAND AVENUE OROV1LtF, CA 9t65}]-2068 D\L—lu P—i—Ys 03/!9/02 05:54:02 A*1 PS N 8846W E (M) o a+ufecoRNER BARB WIRE Fl! FENCE I O (M) d AaEPTED AS THE NW I/18TH CORNER SEC. 26 &THE /8 NE CORNER PCL 2 (R) L HE CORNER PCL 1 m . 311 I.P. L.S. 2900 PER (S2,E) 1 DETAIL "A" N.T.S. �� ® �S( PLANNING 220 GRAND AVENUE OROV1LtF, CA 9t65}]-2068 D\L—lu P—i—Ys 03/!9/02 05:54:02 A*1 PS N 8846W E (M) o a+ufecoRNER BARB WIRE Fl! FENCE I O (M) d I -0140'09` SEE DETAIL -S' /8 B R=52995 FIELD FENCE CORNER POST W M A � ry'�?sT' JC6 74'11'(D2m g z Z p � A" \ Ct NOTAL , NORTH RAV AR -202201 = " 'f°' ''T�' S' °s : R=529.96 �" I DETAIL "B" 1✓ Lv1BS,0D -' �'Y' N TS R=530.00' `\ Ce (E,DI TOTAL � Lv 172-W 1 651. 7/P I.P. LS, 3823 PER (I.R2) NORTH R/W \��66A A � el�O�yil $ . � Lv191.OT DETAIL "A" N.T.S. �� ® �S( PLANNING 220 GRAND AVENUE OROV1LtF, CA 9t65}]-2068 D\L—lu P—i—Ys 03/!9/02 05:54:02 A*1 PS N 8846W E (M) o a+ufecoRNER BARB WIRE Fl! FENCE I O (M) ' -0140'09` SEE DETAIL -S' /8 B R=52995 FIELD FENCE CORNER POST W M ry'�?sT' JC6 74'11'(D2m g z 51°11 ,WNkpA) ST°A~\•w� q A" \ Ct NOTAL , NORTH RAV AR -202201 = " 'f°' ''T�' O : R=529.96 �" I DETAIL "B" 1✓ Lv1BS,0D -' �'Y' N TS R=530.00' c O (M) -0140'09` SEE DETAIL -S' B R=52995 SHEETS Av, Lv1S9s _ ry'�?sT' JC6 74'11'(D2m 51°11 ,WNkpA) ST°A~\•w� A" \ Ct NOTAL , NORTH RAV AR -202201 = " 'f°' ''T�' O : R=529.96 �" I 1� (RQ .16-37Wv1B'<B53' 1✓ Lv1BS,0D -' �'Y' Rv62A86 R=530.00' Ce (E,DI TOTAL � Lv 172-W Le/70.OS N.T.S. NORTH R/W R.9]007908' wO Cl ^' $ . Lv191.OT o 1 D �. W O(� SOUTH RAMI, =za•93•ss• 8 B C] ` ' C4 O . Q=20b . L=290.56' 2 R -619-W €. 0 -16']672' ' Lv21799 N 89°0113' E (DI 37JT Rv8099S Lv/88.01' (ED) TH SOUTH R/W 128826' M) 32.7BM) a �� , \�^J 5 17']0']8' E M) 66.04 S 1708'30' E (F) SSRI' Q=211YB'OP `e251 N88'OSSPE(M)1]1&02 J / NU'IONURMENMERSET PARCEL MAP PORTION OF THE SOUTHEAST QUARTER OF THE �y= CUARTER OF SECTION 2B, TOWNSHIP 19 NORM. RANGE 0 EAST. DETAIL 'D" M.D.M., UNINCORPORATED AREA OF BUTTE COUNTY. CALIFORNIA FOR N.T.S. GERALDNNE L GRANT 6 JAMES ELTON LEGGETT SHEETS OF c S 1/64TH CORNER PER(21A. LS. 1900 PER (S2) NW71•AV (A•) 2.98' S 33W E (M) 0.5a FD. y4' I.P.'R.C.E' TAGUNREADABLE n 3 DETAIL "C" N.TS. N.T.S. `/ERY DCEN��ID .etAL _..95' 04 \GO DETAIL "E" N.T.S. • - UNE TABLE UQ UNE TABLE(D,E) LIKE DIRECTION LENGTH UNE DIRECTION LENGTH LI SSB•7177E 99A& L1- SS&0 E 89.St• L2 S 771Ow E 48.07 L2 S 6P48W E 48=(D) 48.W(E) L7 S 47'2757 E 48.7& L7 S 4TI&48' E 48.7? L4 S 587137 E 275.17 L4 9 68*08W E 277.21- L5 S 687175 E 84.75- L5 S S&•O&24 E 84.W(D) IM W L8 S STWW E W.ffi' LB S S24&48' E 60.97 8494'( L7 S 58'5120• E 49=9' L7 S SBlmw E W=& LB S 61.4715E 873& LB S 61-21W E W7 (D) Q%W(E) L9 S 557177 E 154.8? & L9 S SWM9' E i 154.W(D) 154=7(E) ®SUPLVA74NING 220 GRAND A NUE OROVILLE. CA. 916 53J-2098 G:AL.a.tO 7rojer!s �2A01070�isa :C1020PX.tlrg 01,191W. 05:54:02 All ^S' LAND yRIsra o' A GG 8/M/200 � A yLS •209 PARCEL MAP A PORTON OF THE SOUTHEAST OUARTEA OF THE NORTHWEST OUARTEN OF SECTION 26. TOWNSHIP 19 NORM, RANGE 4 EAST, M.O.M.. UNINCORPORATED AREA OF BUTTE COUNTY, CAUPORNIA FOR GERALDINE L GRANT 8 JAMES ELTON LEGGETT SHEET 4 OF SURVEYOR'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDMSION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF GERALDINE GRANT ON APRIL W 2001.1 HEREBY STATE THAT THIS PARCEL MAP SUBSTANTVLLLV GONFORM4Td TMEAPPROVED OR CONDITIONALLY APPROVEDTENTATNEMAP 6ANY u ALL MONUMENTS SHOWN HEREON ARE OF THE CHARACTER AND OCCUM TME z POSITIONS INDICATED. THE MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. 8 0.17(M) EXP. B/J020O1 �--E FD. 7/4' I.P. R.C.E. - \\` TAG UNREADABLE COUNTY SURVEYOR'S STATEMENT UNDERSIGN® W HEREBY STATE THAT I HAVE EXAMINED THIS PARCEL MAP iNAT THE SUBDNSit#1 AS SHOWN IS SUBSTANTIALLY THE SAME AS R APPEARE7S « N,� ON THE T84TATME MAP. AND ANY APPROVED ALTERATIONS THEREOFALL PROVISIONS OF THE SUBDIVISION LAP ACT AND OFANY LOCAL ORDINANCESAPPUCABIEAT THE TIME OF 2.Y(M). "At '_ ECF(\ OPRCl THAT TIELS TECH ICALLYAL OF THE MOTIVE MAP "ACORRESATISFIEDCOMPUED WITH; AND THAT IAM SATED MAP t, DATE /0 LOOT /A• \•�ICALStC 10 STUART EDELL R.C.E.20142 EXP. 319t/4i DEPUTY COUNTY SURVEYOR COUNTY RECORDER'S STATEMENT FILED THIS LM DAY OF giorll. . 200A,ATY••I M., IN ' BOOK /5*3 OF MAPS, AT PAGE(S) 9 / - S� . AT THE REQUEST OF G.DA_ SERIAL NUMBER .T6o3-/9Qf9 , ' CANDACE J. GR - By COUNTY RECO ,COUNTY OF BUTTE DEPUTY RECORDER AW AFFADIVIT OF OWNERSHIP IS BEING RECORDED CONCURRENTLYWITH ITHH THIS PARCEL MAP AT O.R. SERIAL NUMBER 2002. / 9 H SP LAND yRIsra o' A GG 8/M/200 � A yLS •209 PARCEL MAP A PORTON OF THE SOUTHEAST OUARTEA OF THE NORTHWEST OUARTEN OF SECTION 26. TOWNSHIP 19 NORM, RANGE 4 EAST, M.O.M.. UNINCORPORATED AREA OF BUTTE COUNTY, CAUPORNIA FOR GERALDINE L GRANT 8 JAMES ELTON LEGGETT SHEET 4 OF 4 PARCEL rl) •\ `\ 222.08 ACRES : SO BUIEDING'$€18gCK • I I�'\ \ MEASURED FROM TME CENTERLINE i i • Of FOOTHILL BLVa:,,( LLI W � 1 i `\ �Oi `\ •\yam `\ 1 BUILDING SETBACK LINE •\ `� \ MEASURED FROM THE CENTERLINE APPROMMATE LOCATION EPHIMERAL DRAINAGEWAY 50 SS.BJ-, ' APPROAMATE LOCATION 2 ACRES USABLE SEPTIC DISPOSAL AREA APPROX AMTE LOCATION ' / ' ,' • :%'%,':' j ''/ ^iii %'', • /' ; /" `>'� t Q" ACRES USABLE SEPTI DISPOSALAREA - �•< �`/ �,' •\ �\ ' ; _'-•_C.'�,' ;� OLD -- - • EPHI.E. POND A\Land PrnjECtS R2\0!030\dwg\0I030PN.0xg 03/:9!02 05:54,02 AN PSI ENSPLAANNING 220 GRAND AVENUE OROVILIE. Ck 916 513-2088 S.S.S.L = SANITARY SETBACK LINE SCALE: I'= 1w NOTE: THIS MAP SHEET CONTAINS ADDITIONAL DATA THAT IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CERTAIN CONDITIONS AS OF THE DATE OF FILING, AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. DITIONAL ADPARCELMMAP EET A PORTION OF THE SOUTHEAST OUARTEA OF TTIE NOTH RWEST OUARTER OF SECTION 28, TOWNSHIP 19 NORTH, RANGE A EAST, M.O.M.. UNINCORPORATED AREA OF BUTTE COUNTY. CALIFORNIA FOR GERALDINE L GRANT d JAMES ELTON LEGGETT • SHEET SOFS 3 1/), K 159 /�G S F.S \ OF FOOTHILL BLVD. \ \ \ PARCEI \ APPROX AMTE LOCATION ' / ' ,' • :%'%,':' j ''/ ^iii %'', • /' ; /" `>'� t Q" ACRES USABLE SEPTI DISPOSALAREA - �•< �`/ �,' •\ �\ ' ; _'-•_C.'�,' ;� OLD -- - • EPHI.E. POND A\Land PrnjECtS R2\0!030\dwg\0I030PN.0xg 03/:9!02 05:54,02 AN PSI ENSPLAANNING 220 GRAND AVENUE OROVILIE. Ck 916 513-2088 S.S.S.L = SANITARY SETBACK LINE SCALE: I'= 1w NOTE: THIS MAP SHEET CONTAINS ADDITIONAL DATA THAT IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CERTAIN CONDITIONS AS OF THE DATE OF FILING, AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. DITIONAL ADPARCELMMAP EET A PORTION OF THE SOUTHEAST OUARTEA OF TTIE NOTH RWEST OUARTER OF SECTION 28, TOWNSHIP 19 NORTH, RANGE A EAST, M.O.M.. UNINCORPORATED AREA OF BUTTE COUNTY. CALIFORNIA FOR GERALDINE L GRANT d JAMES ELTON LEGGETT • SHEET SOFS 3 1/), K 159 /�G S F.S Butte County Department of Development Services. ova Te �aEi`. IN 0;T E S 'i 7 County Center Drive. Oroville, CA 95965' (530) 538-7601 vnv+,v.buttecoimtyneVdds I RESIDENTIAL APN: Permit No. j 'g Owner. 079-270-087 _ 06-0602 ROBINSON, DENNIS Site Address:FOOTHILL BLVD, OROVILLE_ CONT: OWNER' Contractor. 's € ELEC SERV— -- — , ,r Type of Permit: t i. n t OFFICE COPY ' Address t. t GAS Meter By Date ELECTRIC-- � (� t Meter By � ' Date' 19' 13 r SPECIAL CONDITIONS r CHECKED BY ❑SP A ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED J ! ❑ SPECIAL INSPECTION ITEMS r �h w'. ❑ VERIFY ' p ❑USE PERMIT CONDITIONS ❑ SUB-STANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID f ❑ ENV HLTH CLEARANCE k ❑ Q' q, f .Y a .. =.DATE JOB FINALED: _ £SIGNATURE dZ�z� OK MANUFACTURED HOMES MISCELLANEOUS DATEPERMANENT FOUNDATION Lj SOFT -SET ' �1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/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 LPQ 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 -00 to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation 0 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers Ise DATE ID E C K S -C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls a` 0 °moo DATE JPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec RcptclslLting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries-Terminals=Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool lghtg Bokes-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 Pool Drawing CK Not OK _ RESIDENTIAL (SIngla & Duplex) DATE UNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle' _ 2 Ftg Main; Soils-Elec Grnd Ftg Opth 54 Wtr Pipe; Test & Anchr-Nail Prtctn v� 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub-Acc: 6 Stemwalls Garage; Steel-Btockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test it Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bolts,)oists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic oma' 0 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 1a Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GF1 Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Cirnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3•' drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFl) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cirnc Drnge Planters QYes QNo s o'er m 87 Stucco Brown -Finish o'0 m 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Cirnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous lnspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFl 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz 9 Q CU or ❑AL 98 Address Posted AC Wire Sz sa Q CU or QAL 99. Fire Sprinkler 48 Range Circ ga ❑ CU or QAL Oven Circ ya Q CU or DAL Insulated Neutral Q Yes Q No o` 0�`` o• m 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmr-s pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE (t A 5,.Z, 06 ORNER 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_.. ��RNJ TR 0 0 19 42 �9 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 IN, -n Date Inspector A REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT gp060602 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury, that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/17/2006 APN: 079-270-087-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: l Site Address: FOr�r' II�, II F 1II+ alVd) 0�-UU1 / ( Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: INSTALL 400 AMP ELECTRICAL SERVICE Contractors' State License Law for the following reason (Sec. 7031.5 FOR FUTURE LOT DEVELOPMENT Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit .to file a Owner: ROBINSON, DENNIS &KIMBERLY signed statement that he or she is licensed pursuant to the provisions of 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 PO BOX 2306 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the OROVILLE, CA applicant to a civil penalty of not more than five hundred dollars ($500).): 95965 (530) 533-0742 1, 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 pan' " owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: ROBINSON, DENNIS &KIMBERLY 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 PO BOX 2306 proving that he or she did not build or improve for the purpose of sale.). OROVILLE, CA ❑ 1, as owner of the property, am exclusively contracting with 95965 licensed contractors to construct the project (Sec. 7044, Business .(530) 533-0742 and Professions Code. Th"e 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.). ❑ I am Exempt under Article of the Business an essions Code Contractor: Date 7-F% 6 Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: is issued. ❑ 1 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 insurance carrier and policy number are: Architect: Engineer: Carrier: Policy #: ❑ 1 certify that in the performance of the work for which this per mit .is Total Square Ft: 0 S. F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. Date: CCCJJJ Applicant: II 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 of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 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; ;,. of the work for which this permit is issued (Sec 3097 Civ.)" Resolutio s to do work indicated bove f r which fees have been paid. (�_ O� performance Name: By: Date ' -7 3-1-7- EXPIRES ON: ( 1 Address: [PERMIT (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. ❑ 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 a 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 y official form or document of Butte County. I hereby authorize representatives of Butte Co un to enter upon the above mentioned property for inspection purpo s Print Name: 41,;7 W,7 Signature: Date:`"� ;Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 .w �RCOUNTY 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'\ i nson R ` ASSESSOR PARCEL NUMBE) I -2 /t� "U D r-,17 I Proposed Building Use: ?0\Q( t'ay 1-11JIO 14 JW 1DVMn4 Permit Technician: Date: Items required in order to apply for a permit. All boxes MUS11 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 VI ❑ 5. Letter from Engineer or Architect for truss design review. \° < ❑ 6. Energy compliance design and supporting documentation in duplicate.+,1c ). r ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including manage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 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 ........................................... ❑ 18. Erosion Control Plan Required........................................................................ . ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry p n approval ❑ paid. Sent by: (�K 23. Planning approval for (A) Use��) Parking: (C) Parcel Check :............ i -O ❑ 24. Contact Land Development abo�lt _ Improvements, _ Drainage ........................ / ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public.Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... ❑XIV 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 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 Telephone and hold for pickup. I tfave been informed of the above items and requirements for obtaining a building permit. 1 , Applicant: Date t i i 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required . ' ' Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dater Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: ,Date: Note transfer by: Date: + Yellow: Building. Division K/Building/Plan Check/Data Sheets/data sheet page.2 9.27.05 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide -the major. labor and material for construction of this proposed property improvement: YES[ NO[ ]. 2. • 1 HAVE [ L/-THAVE NOT [ ] signed an application for a building permit for the. proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: , NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ' .PROPERTY OWNER: lez,4 DATE: 7452 NOTE: This Owner -Builder verification is required by Section 19.831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 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/dds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to 'subcontract, you should be aware of the following information for your benefit and. protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers'' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"=Building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, ko� A4 Scott Rutherford Manager, Building DiviVion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. -, BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES " 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. C) a l Agricultural building is defined as follows: Agricultural building is a structure designed an constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSORR' EL NO,{. d O ZONING�4wls,-. Ove"R1 S �C���►m.�53--�z PHONE NO. OWNER'S ADDRESS G®i ruin t �/ l LOCATION OF BU D)NG Gv USE OF BUILDING SIZE OF STRUCTURE —:ZO— X ' _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ��� ROOF COVERINC1?711-41 f19LG FLOOR TYPE ESTI D COST OFCONSTRUCTION 66 $ AG Building& shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT -Al SIDES 1yttA . -26f0010 REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply Ith the requirements in effect at that time and before occupancy. Date �` Signature of Owner Permit Fee -$109.98 The above described AG Building is exempt from a building permit. 5 �J. F D I PA l- I P.D. i ROOFI ISSUE Receipt No. Manager Building ivision —• By Date White — DPW, Yel off— Assessor, Pink — B. I., Goldenrod — Applicant COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►ON- -=- 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538721.40 PERMIT APPLICATION DATA SHEET OWNER:W, r�so n ASSESSOR PARCEL NUMBER Proposed Building Use: /y g /t) (�j Permit Technician: t~ 1 Date: Items required in order to api3ly 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. ❑ . 9. 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. " _ •y. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings 4 ❑�, 12. Hazardous Material Form ' ❑'., 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ { 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable - ,❑ 16. Fire Sprinklers............................................................................................ 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... r 0 19. Erosion Coritiol Plan Required ................s....:.:.:., ... - ❑ 20. Fees as shown on the attached Schedule of Fees`bue'Sheet......................,.:...:::"` ❑ . 21. City of Chico Plumbing permit.........................................:.:.:..:::.:.....:.:........... ❑ i 22. Site plan and business license approval from the City of Biggs .............................. ' ❑ ; 23. California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval for (A)_Use:,:(B)Parking: (C) Parcel Check:. 0`11 25. Contact Land Developmerit about'_ Improvements,_fD�ainage.`':................... f " ❑ s 26. NPDES Form .................................................................................................. .. - ❑ 27. Encroachment Permit for driveway from the Public Works_Dept::.-.-r-r.':....:' f ❑- 28. Contractor's license information. (Number, Name Style, Classification)..................f ❑ ) 29. Worker's Compensation Carrier and Policy Number..........................................� 30. Owner Verification Given to to / ❑ -Builder (_ owner, _Mailed owner) ..................... (�C� ❑ 032. 31. Letter of Signature authorization...............................................................i Recorded copy of Agricultural Acknowledgment Statement ............................... I / /� ❑ 33. Existing violations and/or expired permits ..................................................... -- 0 34. Deed Restriction................................................................................. 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO 4 131, ? 'l4,npel-/ne�oFsie`J7 0 .................. vi ❑ 36. Other: 0 37. Other: ---- When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 40er 'f'hq, r/ -) Lt Date: g- 1. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by;.p phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by 0 phone, ❑ mail, ❑. counter, by Dale: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: rk Yellow: Building Division ra - i� July 6, 2005 Butte County Planning Department Mr. Dan Breedon #7 County Center Drive Oroville, California 95965 Reference: APN 036 — 220 —175 Mr. Breedon: I stopped in at the Planning Department last Friday to inquire about building an Ag - Building on our parcel of land on Foothill Blvd. I talked to a young man in your department by the name of Chris. He ipformed me that although my wife's and my parcel is 22 + acres that the zoning is AK5 and that the code does not allow the erecting of an Ag -Building on that type of zoning without a home or building permit for a home on that parcel. I explained my situation to him and he said he would talk to someone in your Department and get back to me about any options we may or may not have. When he called me back he said..he had talked to you and that I would need to write to you and explain the use we would have of our parcel between now and when we would have our new home built. One of our neighbors is a gentleman by the name of Al Stiefel. Mr. Stiefel has run cattle on this parcel for many years and has continued to do so since our purchase of the land. His cattle can run freely between his property and ours for water and additional feed. Our property has no water or power nor a shelter for additional feed needed in order for them to sustain life there. We need to build an Ag -building before we can move our own livestock to the property. We are in the process of selling our home and so far all of the interested parties have agreed we can live here until we build our new home but we must remove the livestock and farm equipment from our ranch. We need to erect our Ag -building, run water and power to it and be able to move our livestock, farm tractors, and feed (hay and grain) in out of the weather to be able to water and feed our livestock through the winter from there. The plans for our new house are being revised as we speak and we will have them into the County Building Department as soon as they are finished, that should be within a couple of months. In the mean time, we need to proceed and have our Ag -Building erected before the winter weather sets in, so we can protect our hay and grain and feed and water our livestock though the winter. Thank you for your anticipated cooperation on this matter and if you have additional questions please contact me at: 530-533-0742 or my cell 370-8546. Th you, d. BBA ENGINEERING Alan G. Brow SURVEYORSCIVIL ENGINEERS LAND n, P. E. A California Corporation October 10, 2001 RECEIVED . Mike Vierra - OCT 12 2001 BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive . BUTTE COUNTY' OrOvllle, CA 95965 j(/) BUILDING.DIVISION RE:Dennis Robinson APN 036-2201 Foothill Blvd. Future Building Pad Dear Mr. Vierra:. Enclosed are Relative Density Tests taken on`engineered fill.placed on the above referenced future building pad. Fill material is native light brown gravel clay silt. Compaction tests were taken on • lifts as the fill was constructed, by Robinson Construction Company. 'Equipment' used in placing -the fill included a 613B scraper, dynapac vibratory sheep foot compactor, 14G grader. and a water truck. Lifts "Were moisture conditioned as they were placed'. Representative test -results indicate the fillhas. been compacted in excess of 90% Relative Density per ASTM 2922 nuclear gauge method and was observed to be structurally stable and suitable fora single family residence and barn. If you have any questions please call our office. Very truly yours, 9 OFESSIpN BA ENGI EERIN AO George / No. 24578 rmn �y Exp. 12=31-01 �- Alan. G. Brown, P. Principal •Engineer cc: Dennis Robinson' ®F.CAuF Enclosure 2060 Park Aven� # 01-021 P.O. Box 1576- Oroville, CA 95965 October 10, 2001 ASTM D1557 Test Material Maximum Dry Density Optimum Moisture Content Brown Gravel 118.5 pcf 14.4% Clay Silt - BBA 01-057 0 APN 036-220-175 Foothill Blvd. Butte County Relative Density Tests Taken on Future Building Pad. Test Date Location Relative In-place Density Moisture 1 9-18-01 -5' 93% 12.8 2 9-18-01 -5' 95% 13.1 3 9-18-01 -5' 96% 11.8 4 9-24-01 -4' 95% 16.5 5 9-24-01 -3' 98% 17.3 6 9-27-01 -1' 99% 15.1 7 9-27-01 SG 98%' 17.6 8 9-27-01 SG 96% 16.5 ASTM D1557 Test Material Maximum Dry Density Optimum Moisture Content Brown Gravel 118.5 pcf 14.4% Clay Silt - BBA 01-057 0 0 �oTlf11,, r �3� ,o, FA .. � i M. D. B. B M. 33 6 -22 6gNG5 w z - (545�� 0 0 CIRCLE DR. SBE 135-4-774-2 44 It 9 4. '16 (j j6 Q 16 A" I 50AC 6 3 Jac r C60 - �:n 48) 59 36 9 34 89,? - 580 356.0 N F- 11-3 2 J5 36 I 71 9 4c 7 3 < 1 rL 116' 23 (� 4 7 24f.Q I --4 - 4 Ac Ic 3� I D72 =c .3 Ae r16911 ct z 724 4< AC 96N sol: -2l42'1 16.4 6 C % 451 6i o 70 i tz 04 1 `3- 43 71- 71 � 7 -11 46 g 7.7 L4 "d 5dO 73o r 214 1318.17T-213 . r �/f 9!" 4:,3:6 61 C) .122 5, ti 4Q 766a< <6 16 2-41 ;OAC' 4 .4 C. 119- �7 J4 P 2 4 C!3 681 -22 -1 11 7�^ r4 4C 3 4 91 16.235 Ac @ 01 502Ac (A S.OlAc "0 /88 2)0.-0.6.s of rr 9 3 D8 W1 Y -2— 4 )AC. 23.95 Ac:7 84 4C 0— 4 4- 0 Ac 10! 0-4 .1 P.k# 77- I OM 94 - 75 P564-40 66,.JS col. 3 9:31 39 !31-1 31 L Assessor's Map No. 56- 22 .County of Butte, Calif. MGf 1/ 952 October 10, 2001 ASTM D 1557 Test Material Brown Gravel Clay Silt - BBA 01-057 Maximum Dry Density Optimum Moisture Content 118.5 pcf 14.4% APN 036-220-175 Foothill Blvd. Butte County Relative Density Tests Taken on Future Building Pad. Test Date Location Relative In-place Density Moisture 1 9-18-01 -53 93% 12.8 2 9-18-01 -5' 95% 13.1 3 9-18-01 -5' 96% 11.8 4 9-24-01 -4' 95% 16.5 5 9-24-01 -3' 98% 17.3 6 9-27-01 -13 99% 15.1 7 9-27-01 SG 98% 17.6 8 9-27-01 SG 96% 16.5 ASTM D 1557 Test Material Brown Gravel Clay Silt - BBA 01-057 Maximum Dry Density Optimum Moisture Content 118.5 pcf 14.4% Paw S � r 0 --------------- M D.D. 5 M. -22 E 6q NG I �� CIRCLE DR. SEE 135-4-77A-2 n`"r 1186 i 6b �q. ; O^•B -r v '`\ / 9 3`73 7, i" �LR r—yl�t ' 1 �7 � 165 16 ` 26 '45 6'. ac rn C,605098 ra 8 �, h 36 ,, O !47� a4 580m �s3.o, r�iS2-l�0 89 9'Y. ,� n. 1'-3 710 12 2 \. 17� ITL`" 35 36 rn _ %C .67 z 62 7 .� {,.. 2 2 .,� t' 20.6 4 G/Ac ' �. r \ ,/25; c(S 13B r72 � , -'�. 3 �:.1 212 16.4640 ;� 176 1r169,724 r i, „�,5-6 -if 45161 ;..v11046 r In-1r� 71-617 ` 64 ' 21595 Lri IdO ,318.17 ?- .. i. _ 3 <r .oG.a rl rn T ,D 1%/a '* �"/ •r• c��• 'IL-7 1 t' 4f 9!`dC 1 — - -- —'--- o y 4 C /22 -� �•,H4r S 40 7664c `OI , /moi ( • c wl /o AC 4 u _ C. /-)C —' —_ r A\\1q -11Aa�n21 C3c - 2S 34 4 4C 90 1 1 Ia, !6 ,j n /' OD( !6.253 Ac e P 5.o,k 5orac'� 2'J.J7x o� `J�1 c„ I 1502.c B "0.Q6 !— n. -S i F iU a 6— 6 53 1; i ��4 �\ V89)3 .2 j`' �G )AC. .� 3 4 - Z' �� 23.93 ac 0-4 7 84 4C(19 \� { � n ti I, PM 7, 1 04< �( r0'Ca 4c 1� ,r PM T7 tl I ---- -- ✓M 94 7g� i RS64- O 6 53 6,.J3 co3 9S! J9 SF•� =• J j \ I I \ I Assessor's Mop No. -56- 22 County of Butte, Calif. Mar, / 952 - BBA ENGINEERING — CIVIL ENGINEERS • LAND SURVEYO@1111RS .. ..3 (*s ' Vol", 34 Mike Vierra Butte County Building Department 7 County Center Drive Oroville, CA 95965 l CIO \ ' v J O ------------ `O CQ O V Ol X 6 10 I ear is BOt ers O. @ 0 ct Ml (2 ply) E,G & 3 Pitch 0 0 0 0 4" O.H. Hangers: = THA2 I tc, II Yvn Otll Is i `O ' j I j I I .¢ t a I to ra j al w � j lam I O a I j I v 11 11 LI m x N —31 CZ EZT N 6 10ea s 4 O ers J. 1 Ft. may,%.� A� PH 530-342-5844 ROB=NS.ON 2 % O 6 SALES. REP: aR WO#: DR2706 Fax 530-,342-5845 DUE DATE: SCALE: 1^=10 0�� IDIF- NN2-IS ROB2NSON DSGWR/CHKR: GH / JR Date: 4/13/2006 15:4,6 Construction C F S FOOTHILL BLV _ TC Live 20.00 psf DurFac-Lbr 1.25 Framing OROV2 LLE / BUTTE COUNTY TC Dead 14.00 psf DurFac-P1t . 1.25 Specialists BC Live 0.00 psf O.C. Spacing: 24.0 -792 DURHAM DAYTON H=GHWAY BC Dead 8.00 psf Design Spec: CBC -01 DURHAM, CA_ 95938 #Tr/#Cfg: 73 / 22 . Total 42.00 psf SITE PLAN .. .• .. ... .. •- .. .• •• .. .. .• •. .•............:...•...................f. .. .. • .. .. .. .. .. .. .. .-- .. .. ............. ..................... .9... .... j...........: ...... :...... :.....:.............. :.....:.............. .............. :...... ............. .. ............ .. .. .. ............. ............. .. .. .. ... .. .. .. .. ... .. .. ... .. .. .. ... .. .. .... .. ...7"***:*--'.. ............. ........... .. .. .. .. .. ... .. .i. .. ._...... .. ... .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. ............. ... ...... .. .. ...... .. .............. .. ... f.....:...........................................................:......f......:.....:......v......:..... r......:......}.... ....,......s. .. ........... .. .. .. ............. .. .. ... .. .. ............ _ .. ._ .. .. .............. .. ............ ...... .. .. .. .. .. ... .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. ..... .. r. .. .�. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. ... .. .. .. .. ............ .. .. .. ..........................t ...................:..... .. .. .. ; .. •• .. .. • ... .. .• .. .. .. .. •• .. ...................... i .. ............. ..• .. .. .. .. .. ............ .. .. .............. .. .............. ... ............. ... .. .. `(... •. .. ... 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