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Home My WebLink About025-090-036Y rte' �.• � ' f �t N 1 (. anv. oarollel e;nlo cement. II metol piping is used and LAND DEVELOPA ENT SHEET ENCLOSED 025-090-036 01-0214 R,QItI BRIAN & CHRIS ��J� DOS RIOS D., BIGGS CONTR:OWNERjt 3. wo*2 NEW SINGLE FAMILY 4 BDRM 21/2 BA 025-090-036 05-2420 ROLES, BRIAN 2899 DOS RIOS RD, BIGGS Cont: BI COUNTY POOS POOL- MSTR 01-520 03 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052420 B. C. Building Permit 01-16-04 pg 1 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: 09/26/2005 APN: 025-090-036-000 the Business and Professions Code, and my license is in full force and effect./ be 4License Class: �/� License mr. z �� - Site Address: 2899 DOS RIOS RD BIG Date: ��J Contractor: Map Index: D Description: POOL MASTER#01-520 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: ROLES BRIAN & CHRISTINE 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 977 signed statement that he or she is licensed pursuant to the provisions of BIGGS, CA 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 95917 she is exempt therefrom and the basis for the alleged exemption. Any (530)$68-1528 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: BI -COUNTY POOL CONSTRUCTION INC Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 871 VON GELDERN WAY sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of YUBA CITY, CA 95991 proving that he or she did not build ar improve for the purpose of 530-673-3786 sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BI -COUNTY POOL CONSTRUCTION INC pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 871 VON GELDERN WAY Date: owner: YUBA CITY, CA 95991 530-673-3786 (530)673-4079 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 720512 workers' compensation, as provided for by. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: 49519— 0 0 o 0700 ,— ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: 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 forthwith comply with those provisions. Date: Applicant: WARNING: Failur to se ure workers' compensation coverage is unlawful, and shall s bject n employer to criminal penalties and one hundred thousand do rs (5100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. J2=--hS CONSTRUCTION LENDING AGENCY This per is her y issued under the pp cable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.)/ Resolu ions to d ork indicated ab a fo which fees have been paid. Name: BYlawyj�eDate: 000sis r - Address: PERMIT EXPIRES ON: 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 the duly author' ed agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici rm or ocument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: r��i Tib - �9 �Y Signature: Date: ❑ Owner contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 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 OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Na o AL -5 FirsjN jime Addres�yq // City Statv,,v. Zip Phone g- If Fax E-mail CONTRACTOR Name Address 7� ✓6� �� City - State C,� Zip gip Phone Fax 6 73 _ `4��7/9 E-mail Lic. #dpi Cl2�S3 ARCHITECT/ENGINEER Name Address City "461 Statee4_ ip Q Ph ee) ��o% %CJ. Fax 333— k303 E-mail State License Number��6� APPLICANT NAME Name Address , City State Zip Phone Fax E-mail PLIC T SIGNATURE X For office de onl AN Zoning - Flood Zone SRA I ves Carrier / Occ. Type Const. Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # LOCATION AN Property Addre`ss�, fir• 02-8'2i l70S /� City es QiJ Cross Street WORKER'S COMPENSATION Policy Number ��B- p000G0 � 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: 0 ismer ✓riL fit ('�C� 0 J o Sq. Footage ' ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 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 required. 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 bOVK Amount: [ d rBldg �^ SRA Receipt #: �� Sheriff SMIP Other Dater (�� 4(o' -7, —Total REV 2-24-05 ��,y SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Lefler of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET �y www.buttecounty.net/dds OWNER: V� S ASSESSOR PARCEL NUMBER 0�v - \J t Q� 03 Proposed Building Use: ,�� a 1 Permit Technician: Date: t Items required in order t6 apply for a permit. All boxes MUST be checked OR marked NA in order to Ipply 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 faxes! ❑ 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 AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. ❑ 9. Metal bidgs: (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. Letter of intent for non-residential buildings. ❑ 12. Hazardous Material Form. .I_ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other ,Rerpeining items needed to issue the permit. (May require additional plan rEview upon receipt of the following items.) ��W 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable q-,cj& OSS ❑ 16. Fire Sprinklers ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. ❑ 19. Erosion Control Plan Required. ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 21. City of Chico Plumbing permit. ❑ 22. Site plan and business license approval from the City of Biggs. v23. California Department of Forestry plan approval ❑ paid. 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 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. ❑ 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 toI J - 3 79 hold for pickup. 1 have be informed of the above items and requirements for obtaining a building permit. Applicant ✓ o C GU Date: 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, and other department costs are not refundable. Original -Applicant 'COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET h OWNER: RD ` S ASSESSOR PARCEL NUMBER v ' 0- 03 Proposed Building Use: O O, Permit Technician: Date: (Le105- Items 5- Irequired in order tb apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 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 AIC 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. Letter of intent for neon -residential buildings ❑ 12. Hazardous Materiai'Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other ,Rer�aini ' ems 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 g cl& USS "1 ❑ 6. Fire Sprinklers............................................................................................ -1j' 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... El 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit.................................................................... ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forest plan approval ❑ paid. Sent by: r 24. Planning approval for (A) Use:(B)Parking: (C) Parcel Check:...1/..... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classifiliation)................... ❑ 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 ................................. ❑ 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: 1�-� When issued Telephone � t 3 n3 r7y �o and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ro 4P \ 61n-) Date: 1. Index permit application f e a v e s numbered: Plan Check Letter 2. Additional items required b ntrac o esigner, owner, v)&s-a6isa of IN above data by V 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 ata❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: �b Date:. Plans approved by: TP Date: ct 1,Vfoh Structural reviewed by: Date: f Structural approved by: Date: Note transfer by: Dater Yellow: Building Division .E� r•�,�•r:sty,,: r ®eartmel�t of • Department Public Works C o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION 15 ® Storm Water Management Program 7 County Center Drive O V �� / Oroville. CA 95965 a�UC �5 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN I ACRE1 Project Description: ��Gv /Y�l/✓2/ Project Location andlor Parcel Number: ozzj--�- &-go a 3A By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Pernut 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 provi�P� >,� ta.0 Signed: Title: Date: Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Deparanent of Developinent Services °�U r1 7 County Center Drive . ° Oroville, CA 95965 -"G_ S� ~ 0 -� : o (530) 538-7601 Telephone , (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: O I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • 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 9 I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or re�uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name:' Building site address: 028 le -le -3 /4?49. APN: D ��— Q -9p _&7_4 Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the abqyp,�eferenced building permit application and my signature below: GNATU F APPLICANT DATE Copy to Applicant/EH/File ' K:Forms/B1dgPermitwithoutClearances 020705 ------------ FIG: Plan Attache it, Floor Man AtUchad sem to S.D. TO: Building De0ar meat ,FROM:, EnvironmentalHealth iSUBJECT: Sanitation Cleiraince Owner CIS Location AP# Plan Approved for: Sewage Disposal ✓ ' 1 ' I Watei Supply: Public Private Well Clearance for \."/ dwelling, 0 t ' I I " - ✓ Other "00N 0 Hold final for: Final clearance O.K. for: i NOTEi I Environmental He NOTES ; RESIDENTIAL X025-090-0365 01-0214 � RO�LLE� BRIAN & CHRIS -�_/- DOS RIOS RD., BIGGS CONTR: OWNER NEW SINGLE FAMILY 4 BDRM 21/2 BA U ; 3d m'41 2- SPECIAL CONDITIONS CHECKED BY r i SRA t FLOOD CERTIFICATE REQ. 7 FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY OFFICE COPY 1 F .� - Address GAS �at Meter BY ELECTRIC Date Meter By GASD ate- Meter By ELECTRI Datk `6' Meter By i ( JOB FINALED (Date)/ Signature 499 ✓ = OK PLUMBING (Permit) OK except #'s 0 = Not OK 17 WpHtr.; Vent -Access -Combustion Air Baffle W ipe; Test & Anchor -Nail Protection - = Not Applicable RESIDENTIAL (%E = Not Ready S_11ower Pan; Test, First Floor -Tub Access Date Un rfloor (Plans) OK except #'s 1 oning- Setbacks- Ease ments-Flood -Slope Date Ftg., Main; Soils-Elec. Grnd.-/ ;Ftg. Depth ,3_<9., Garage; Soils-Steel-Elec. Grnd.-/ '&Ftg. Depth 4. ., Porches & Decks; Soils -Steel-/ ' Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Bedroom Exiting - temwalls, Garage; Steel-Blockouts-Wrapped 6 owns and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 69. V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test r✓ 1 ater Pipe; Test-Anchors-Requlator-Service Test 12. Electric Underground ' J3. Ple Ve& Ducts; Clearance -Material -Support- Ins. U4 -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 4 16. Insulation doe' A 1 24 A/ '11.a Date Car B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17 WpHtr.; Vent -Access -Combustion Air Baffle W ipe; Test & Anchor -Nail Protection • D.W ,; Test Fittings & Anchor -Nail Protection Date S_11ower Pan; Test, First Floor -Tub Access FINAL (Plans) OK except #'s 1. T�& Shower, Second Floor -Tub Access Dae Date Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Smoke Detector 2arixture & Transformer Clearance -Ins. Protection 65. ec. Receptacles Spacing -Lights & Switches at Doors 3 es & No. of Conductors Stapled Bedroom Exiting - W -994e. Installed Close to Edge of Studs & C.J. . Vzo Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28f2' fiance Circuits in Kitchen & Conductor Size GFI Elec. Trim & Subpanel, Breaker Sizes & Labels Subfegd Wire Size 4p ga. Cu or AI-A.C. Wire Size / / ga Cu or AI , 69. ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No erv' a -Riser Conductors & Ground Main Disconnect Fireplace or Stove, Clearance -Hearth quip. Clearances Panels-Motors-Mech. Equip. 71. 3 Clo es Closet Light -Shower Light -Spa Light Date moke Detector Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ducts Insulation & Support XrVe,21 Fan, Exhaust above insulation ondensate Da"4 rflow, Size & Grade Furnace -V t A s omb. Air -Return Air Vent 1 outlet ZO 4W A91r, tics ess Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s 46'sills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing 43. ra top in Walls (rat proof) it -ops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing I -- jingle & Duplex) Date - FRAMING (Continued) an ers-Post Caps -Anchors -Connectors 4 . Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting fng. 8. ireplace Ties or Ty e A Flue -Fireplace Throat Clearan Attic cess; _%&'C&omex Protecti Draft Stop -Ins. Baffles 5 . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 5L,-�operty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits , St ' idth-Headroom-Rise-Run-Landing-Fire Protection . Ply d on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer esh-Drip Screed -Fd. Vents-Underflr. Access 5 Glazi ea -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. B e Interior/Exterior Wall Panels �--1. Insulation- Walls -Ceilings r _62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting - 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation•Foam•Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Correction om Previous Inspections 91 Ga t• eters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Cenificat -Other Certificates (&'ju 94. Address Posted Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B•1 Comments at Final: = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 12. 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 1. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 2. 7. Well Clearance & Disconnect 3. 8. Utility Clearance 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI Date Elec.; Enclosures; Conduit Entries -Terminals -Listed Card B-1 Date Card B-1 Date Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .- fir.-T,r,.-.._-..-..-o-r� . ..-......-..--..�--......,�wr-...Ri:TJ6�''dav,'L TRryfa�7f�6uc,TMlvr^'"�e'Qy'"1pJ°.�':xv'w+dr"'r'r^'^.""'^,+"„v.+'R'.""._�'"'r"• t f� ±, � _COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. f 01- (Rev.�.� 12/ 6)� APPLICATION AND PERMIT -AS§ESSOR PARCEL NUMBER 025-090-036 ZONING A•5 BUILDING PERMIT. OWNER R01, BRIAN &.S TELEPHONE 868-1528 SO, FT. OCC. BUILDING VALUATION 2289 R 123 60b.00 . OWNERS MAIUNG•ADDRESS 'P.O.RT_ S CA 95917 822 U 14.796.00 CONTRACTOR'S NAME OWNFR TELEPHONE 323 C 4.199.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1.5m.00 Total Valuation $ 144.101.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 79T.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 51 8.05 BUILDING ADDRESS DOR - HIRS RD., BIGAS ICA 9,9917 Energy Plan Checking Fee $ 23,00 PERMIT FEE $ 1358.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 U6EOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap - 7.00 $4 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15 TYPE OF WORK ` New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SING12 FAMILY RESIDEKE 4 BEZROOMS 2 1/2 BAI.'HROOKS 3 CAR ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 15 on Building sewer 15:00 1 S nn Mobile Home I S I G I W @20.00 PERMIT FEE $ 1 -00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service iooAoamss .23.00 23 -OU LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing *ith Section 70001 of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 2o0A TO 1000A 46.00 NEW CONST. DWELLING UP. SO OR ADDNS. 8 AOC. BLDS. 3.52FT. At NEW Ipry.pESID. MULTI.OIlTLET @7.50 POWEPUS 8 SINGLER AOUTLErPARATCIA. 20 00 Ex. Occup. OUTtETOR FIXTURES SAL 0 .50 Ex. Occup. (-O="-,6-)0-RA. 5.00 Temporary Service 23.00 Mobile Home Facilities . 20.00 Misc. WiringI 23.00 ° • PERMIT FEE $ 1 1:85 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ ' 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of orae hundred dollars ($100) or less.) bI certify that in the performance of the work for which this permit is Issued, I shall not employ any person, in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject -to the workers' compensation provisions of section 3700 of the.,Labo? Code, II,shall forthwith comply with those -provisions. v "` {f V �� 7 Ill 4,!--1Date � -T 1.� �� (1 Signature. of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei'jh't`s_--_j MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 2 15.00 30.UO Cooling Hood 6.50 6.50 Ventilation Y 4.50 9.00 PERMIT FEt $ 65.50 Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 �� cc co' T: TYPE TOTAL FEE $ 1785.40 HAZ. D. FEES' IMS tt� A FIAOD cYDF pgpcEL Y PD ,� D ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. f +/f �r� �1 By It. if ne A!-1 �'`- Date G F PERMIT EXPIRES ON / /% ,7 ate ReceiptNo..;l 4F5t a A�A� � �/ X 211 �17Y .� �� ; ` WHITE-D.D.S.-B.D. CAN ARY-ASSESSOR__APIN K=INIS PECTOR' GOLDENROD=APPLICANT '1 Insulation Certificate BUILDING PERMIT #: 6j BUIUING • • `q Description of Installation Reece _ Material 1"5k //9il,o r0 Brand Name /V Thickness (inches) _�a ` Thermal Resistance (R -Value) — CEILING Batt or Blanket Type Brand Name Thickness Cinches) Thermal Resistance.(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft Ib Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIORWALL Material ysJSU �i 77OA) - Brand Name /y1Ai;S V IJI & Thickness (inches) Thermal Resistance (R -Value) 1 "'7 , RAISED FLOOR Material �/� b/ Brand Name 1W 79-A0Sjj,1JJ Thickness (inches) G, Thermal Resistance (R -Value) — �13 FLOOR Material _ Thickness (u Widdt-fitf c Material _-'�-- Thickness-(inchesy Declaration Brand Name -IhermalResistance (R -Value) (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. ;r Contractor (Builder License Number U , �' Signature and Tide Date Sub -Contractor (Insulation Installer) License Number Signature and Title Date FA THIS CERTIFICATE MUST .BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 �5 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _s* 411 Main Street -Chico, CA • (530) 891-2751. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE "Y OWNER PERMIT NO.. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. L'0 tom-- 01 Z- Date � r ^6 Z Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA i (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE WyLtS 0 duV. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above addre5wand should be corrected. Please notice this office when correction of work is co ete you have any questions pertaining to this matter, or need additional explanation, please' -tact chis office immediately. V AM -r- Ir / //,)//L '-4 00� Date a- 26—n?— I.n REV 10/92 -•s _�:=F:..4}-t+�-tij-+r:��cs�;j ,rte-=iii~-•o...�'�s.�;„�,�'�...ti+,�,��.,�.�...�-`-a,..'; "FS COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 : f: 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - OWNER PERMIT NO` A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i�--.^'yj1..�a:�.rts-�t�-s"•'""�'.�'i..,#,�.,1''1,.�.+Xry.c�`.a—'4Yzri+l7r•+.,7iry:N-.,=3 —. '-�. e.r w.'..r..a•�p•�, COUNTY OF BUTTE tom; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` 411 Main Street • Chico, CA • (530) 891-2751 ,•'4 7 CountyCenter Drive- Oroville, CA • (530) 538-7541 CORRECTION NOTICE .... f OWNER PERMIT NO. Aroutine inspection indicates that the following violations,of butte county Ordinances exist at the ' r above addrQss and should be corrected. Please notice'this' office when correction of work is ,4 complete If you have any questions pertaining"to this matter, or need'.addition al°ezplanation, i _,Oleas!e,96ntact this office immediately.' eS S -Ac //- '` •F� 1 ,> t i t i? y r . ,ty . � f Date c 1 D Inspector ,(u c' REV 10/J2 Date REV 10/92 COUNTY OF BUTTE BUILDING DIVISION — - DEPARTMENT -OF DEVELOPMENT SERVICES '--' 411 Main Street • Chico, CA • (530).891-2751 on 7 County Center Drive • Oroville, CA - (530) 538-7541- 38-7541CORRECTION CORRECTIONNOTICE OWNER PERMIT NO. } A routine inspection indicates that the following violations of butte county -Ordinances exist at the above addre and should be corrected. Please notice this office when correction of .work is compiete If you have any questions pertaining to this matter, or, need additional explanation; Zn' pl a this office immediately. 'rte u5-7- l ef_ F-7- 23 -12 AV-Vr A-7 Date REV 10/92 �ry s } COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751_: 7 County Center Drive - Oroville, CA - (530) 538-7541' CORRECTION NOTICE . OWNER PERMIT NO. N A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,'. pleas ontact thi 'ice immediately.4 l� zeol Y S:s >s vv- r;. Date — ` v/ Inspecto REV, 10/92 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538- 1 PERMIT NO. _ _ .. O (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-090-036 ZONING A-5 BUILDI PERMIT OWNER BRIAN & CHRIS TELEPHONE 868-1528 SO, Fr, OCC. BUILDING VALUATION .- OWNERS MAILING ADDR SS P.O. Box q77 RTMS CA 99917 2289 R 123 606.00 o 822 U '14 796.00 CONTRACTOR'S NAME OWNER TELEPHONE 323 C 4,199.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS A 1,500.00 Total Valuation $ 0 00 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ 797.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING DDS, RICS RD-, RIGGS CA 95917$ Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1358-05 LOT NO. SpBDNswNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPfclFv Each Trap 21 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY RESIDENCE 4 BEDROOMS 2 1/2 BATHROOMS 3 CAR ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I GI W @20.00 PERMIT FEE $ 154.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service so OA OR. s 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law .�( for the following reason: 9� 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sow To ,000A 46.00 NEW CONST. OWEWNG OCCUP. OROCCS ADCa� SO 3.50FT. MU= NON -REBID. @7.50 POWER APPARATUS a SINGLE 0 rLET CIR. Ex. Occu ourLEr OR FocTUREs 20 @ 1.00 BAL p .so Ex. Occup. ounFIXEEDisA P=16) E . 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 151.85 WORKERS' COMPENSATION DECLARATION 1 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 is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 2 1 15.00 30.00 Cooling Hood 6.50 6.50 Ventilation 2 4.50 9 .00 PERMIT FEt $ 65.50 Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pr Islons. X , Data. `� IQ Ignature of pplicant - ❑Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5' "deep and delition or construction of structures over 3 stories in h Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 R pcc co TYPE T TAL FEE $ 1785 40 HAZ. D FE IMP X FLOOD X CDF PARCEL X PO HD ISSU This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /l� By /e l PERMIT EXPIRES ON (�'04 D !e ReceiptNo.3 1 r O WHITE-D.D.S.-B.D. CANARY -AS -INSPE TO /GOLDEN ROD -APPLICANT I/ V , 7 s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center -Drive a Orovillel C$lifornia 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT [#:AU:WO0rMMMLNUlre1 �/� BUILDINGPERMIT SO. FT. OCC. BU D V DATION S I I If OOI+TRUCTION Love% . ounF;sA'°1JaEr.�o. a 5.00ervice pTemporary 23.00 Facilities Fireplace 23.00 Or'.wnsaAooRae Total Valuation is r on nAMM ucErsc Na Firma Fee 20.00 Permit Fee = AW44TW 011 DOMEER7 NAEJM AoORC'se . Plan Checkin Fee nno aAooMS Energy Plan Checking FeeDOS i PERMIT FEE LOT "M eueolvlloNswuc rAMEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1Z-IIZI 7.00,434- .0043- i USEOFSTRUCTURE23.00 USEOFSTRUCTURE23.00 Solar or heat um water heater ./ SF t9 Duplex O Mobilehome O Other Water piping , 5.00 l SPECIFY Each Each as water heater or vent 15.00 TYPE OF WORK Gee piping system t - 5 outlets 15.00 New l/Addition O Remodel O UhV" OeAllation O Other O Building sewer 15.00' a�E�TMCM Mobile Home I S 1 131 W 1 X20.00 scribe Wor -J PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.0cow (�]/Y Lzb*0 Main Service 200A OOR LESS 23.00 Main Service 200A To 1006A 4 46.001. .e _�=. f OV E1JJ 4 occur. \ 3.5tss"' 1 *PERMIT FEE PAID L& l V SRA - $ iV SHERIFF_._, OTHER AMOUNT RECEIVED *RECEIPT NUMBER y� I ��'�-Y I " TO BE PVT INTO COMPUTER OuTurr OR nmJRESpp ounF;sA'°1JaEr.�o. a 5.00ervice pTemporary 23.00 Facilities 20.00 23.00 PERMIT FEE I : `a It MECHANICAU PERMIT I Fling Fee 20.00 Heatin %\ Cooling Hood l E.50 I— I PERMIT FEI: _ J Mobile Home Installation Fee = Energy Inspectbn Fee $ OOHS ' r` TOTAL FEEXI luz D. net *A r1A00 CD/ Mr1 ro �� I / r— -+– This permit Is hereby lamed under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON _ w�rl �:` f".fir` � i.►f — 1.1 .a./.� `:(i � .9.41...- - __ - till � 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNE : �Ps ASSESSOR PARCEL NUMBER: 0Z"5-0 Proposed Buildin Use: Building Inspector: Date: At time of permit applicatio , was a vised the following data must be submitted prior to permit processing and/or i suance: Date Received By enoniplete 1 iiems have been submitted-------------------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Ft7plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ..Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- `❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ Manufactured Home data and installation instructions including Tie Down Specifications .----------------- Feesof $ ------------------------------------------------------------------------------ Impact fees as shown on the attached schedule.-------------------------------------------------------- ------- _ 1. Department of Forestry plan approval/fees. Flood elevation certificate. ------- Sanitation and plot plan approval Department. ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ,J7 Planning approval for (A) Use: (B) Parking: _. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for ,,, - required Request to Building Inspector on E121. Contractor's license information. (Number, Name Style, Classification). 0.22" Workers' Compensation carrier and policy number. ----------------------- �y Owner -Builder Verificatior, (Given to owner ❑, Mailed to owner ❑). - "' - U2---------------------------------------------------------------------------------------- 4'' Letter of signature authorization. . Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ----------------------------------------------- (Date) 027. Manufactured Home utility -..learance- --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . _______________ ,. ❑30. Other: I en you is er rocs follows ❑ Mail to owner, to dtice. . Tel hon eP � �!/ an hol for pickup at � ❑Deliver w' inspector. • S7%Zvc.7?<3�,6�0/ Applic Copy of Haz-Mat form sent ❑ Health Department, o Fire Dep lution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numb : av-2 —Al -0 ❑ Plan Check List 2. Addition�ieed:Contracter, was advised of the _mail, ❑ Building Division counter, by Date:Contractor,,er, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, b Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, w advised of the above required data by o phone, 11 mail , ❑ Buiilding Divis��c unter, by Date- Plans reviewed by: Date: Plans approved by: Date: o Sets of plans on hold m 11 -Plan Cabinet, 0 A.P. folder. Note transfer by: Date:C T A E.H. U 0 LY Plot Plan Anached Floor Plan A c ed Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance kapf2tl 0�,5- 00 - 036 Owner Location AP# Plan Approved for: Sewage Disposal t/ Water Supply(: Public Private Well Clearance for welling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental i 8/96 alth Specialist Date 7 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. EI personally 'plan to provide the major labor and materials for construction of the roposed property improvement: YES[] NO[ HAVE[`�] HAVENOT[ ] signed an application for a building permit for the roposed work.. " 3. I have contracted with the following person (firm) to provide . the `proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to. provide portions of this work,- but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS_: • CITY: 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: E 33 R: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. h•r . :., . ::i'ff:ri'i'ih:.]tS.vMty:i:•:ihiinx:�:::::.vnvvx�...:T •r :{.'lf•'nvvY.$,wv / .lf•.h.1,.i:•::•: is :'l::. r''vi:�iiiiiix }r. �$ � • ; r: h ?;• 1 Q is v::: i.ii'.i:: h'v; v::.; vm:: iiti{huh:::.:i:{{hT::{:{{{{•%{:{�:•}:•;C' _:+:.i'...........v:..................v ......: isv........v..........,p.::........... .W h}'fh:{:::{.:{{.i:.ii: ".}..i'/hii;hi: \: '.}••. i ri: n:...f v::. k:\ r\i{v; {.::: r w: r,w :•:: +:::: � :w.v+.vv:: r: nvnJ/.:i: i.v.. /....hf{ORr. 'fi 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. EI personally 'plan to provide the major labor and materials for construction of the roposed property improvement: YES[] NO[ HAVE[`�] HAVENOT[ ] signed an application for a building permit for the roposed work.. " 3. I have contracted with the following person (firm) to provide . the `proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to. provide portions of this work,- but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS_: • CITY: 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: E 33 R: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments 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. 0 There may be financial risks for you if you do not carry out these obligations,'and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Inernal 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 contractors is to secure an "ownerbuilder" 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 oa+n work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t i e ly, Mc ael C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. ` .�.�.,••�i �. ..�pH .art i•L{�.1''.7. -wti-`,ji"V<,: y: •'}S,.'w-5•'7SYn'�''..�yir, .aw7.1�.r'n.1.'+l�v. .r,° Yy'; :.'•1'), "4 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) JP f School District Building Department No. A.P. Number Q•S'090 ~�JtO Jurisdiction: City County Property Owner ! 7..5 s Property Location/Address 1 Subdivision Lot No. ................................................................................................................ Residential Development E Q Sq. Footagezw P9 No of Living 'Mobile Home Addition/ *Supplemental to(Group R) Units Installation Conversion Permit # ' w ... ..'.. '(No foundation inspection): - -S"I?' —GommerciaUlndustrial .... ...... ..... .. `r r ...` F �p- .l L, 13 1 �.•'� '9-I� � � ��-'� �1Yii. �. 5�� !wrfe S I + _ ,� i, ^* °° Foota f 0 0 r. 4 9 • + New Adddion r (Including Exterior Roofed Areas) Representative C�< -/.-: -0 / Date imoor rians reviewea oy scnooi uistnct rersonnep f District Identfication No: T School District certifies that s✓� FI �� /,yG�' (Applicant) 01 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing i square feet. SchoolDistrict Representative % Paid by Check # Remarks: (� ( by payment of $ i 1 AB 2926 $ FULL MITIGATION $ 3 7 '7eg , Date 3 PA�/wt1L,-JT "07— O�U,i v.L z-zv Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, -In compliance with Government Code Section 66020(a), within 90 days from'the date fees are paid. 'Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified b the applicable Local Planning A v y pp1 g gency that thii3 project is being reviewed under the California Environmental Quality Act (CEDA). , I this project may be subject to additional school fees to fully mitigate its impact;on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 C( OWNER PROPOSED BUILDING USE DUE 1. BUILDING PERMIT FEES -Balance Due ........................................................ $ I �. --Additional Fees Due ............................................ $ ' --Additional Fees Due ............................................ $ &1--Revised Plan Checking Fee.... .................. . -'2. SCHOOL DISTRICT FEES g(paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ -x-=$ # Units Amt. Commercial (Sq. ft.) ............. x =$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES �$510.00 (paid at Building Division) . SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # Z; J DATE r D I RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) r• lc� 400 �PLO7 PL6A) i aou�o�a,� y - l _ I SEPTIC AP.' APPROVED .-Butte County Envir�nme tal Health _----- -6y-4- ❑ APPROVED MVf CONDITIONALLY APPROVED RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: ,1j Date: —// _ d d v Genera/Information !!IIQQh J 17'-1 L J I AP#: �i Owners Name: �+ / � N r� P/Z Parcel Acreage: A L Owners Address: Building Site Address: Pmaertvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑ Well ❑ Other Zone District: A— Date of Zoning Ordinance: � '"—Lo) General Plan: 0-r (L.. Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement M No ❑ Yes, check use Minimum Acreage: _ Nitrate Action.Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain No ❑ Yes Zone: ❑ Watershed Protection Zone No Yes Proposed Use Complies With: ® General Plan ® Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Cohasset Panel Number: 0—I- _ ❑ Accessory Building Use V Zonin Code Street & Highways Fire Prevention Subdivision Ma Front Side Side street Rear Nninhh . Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds ❑ Map Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: % / � / Legal Access Provided: Deed Reference: _)47 %O>L /6-6— Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No �] Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes ❑ No Yes ❑ No � Yes /� OGS Qr oS AV, Comments: i AJ nyr Za /y f Zy /�o %3'wrTll �y Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed Page: ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: 3.Un8 40 uNnoo dd ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. TABLE OF CONTENTS TOC Project Title.......... BRIAN & CHRIS ROLES Date..01/04/80 1.2;08:08 Project Address ........ DOS R I OS ROAD ----•-•-.-....__-.._..__.-_._.__.-__..._.--.._. BI.GGS, CA. *v5.10 ; w.__ / Documentation Author... Marry Rubanoff # ; Lsuil.ding Permit i:! Endeavor Homes P.O. Box 1947 ; Plan Check / Date Orovill.e, CA 95965 530-534-0300 ; Field Check/ Date ClimateZone ...... 1.... 11'_....._......_..._-_...-....._.._..._..._.__._..._-.._.__._..__......... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -ROLES Wth-CTZ11S9 Program --TUC User#-MP189 User -Endeavor Homes Run -ROLES ------------------------------------------------------------------- TABLE OF CONTENTS ------------------ Report Paige FORM CF -IR ................ 1 FORM MF -1.R ................ 4 FORM C -2R ................. -7 HVAC SIZING ............... 1.1 2 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total. Assembly CERTIFICATE OF COMPL_IANCE4 RESIDENTIAL. Page 1 CFF --1R Project Title.......„.. BRIAN & CHRIS ROLES Date..01/04/00 1208a% Project Address ... , .... DOS R I OS ROAD -------------_.__------__-•_._ R-17.8 BIGGS, CA. *v5.10* I ------------------------- -------------••----•-------------- Documentation Author... Barry Rubanoff ******.k Building Permit # I Endeavor Homes R -3i � R -i � P.O. Box 1947 1 Plan Check / Date Orovil.le, CA 95965 R-19 530-534--0300 _ 1 F=ield Check/ Date 1 Climate Zone ........... 11 _._-_.--.....-_.--..._._.......----____.-...- Compliance,Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. R-10.017 CRAWL MICROPAS5 v5.10 File -ROLES Wth-CTZ11S9 Program -FORM CF -IR R-0 User# --MP 18 '9 User -Endeavor Homes Run -ROLLS ENTRY DOOR, TO GARAGE_ GENERAL INFORMATION -------------------- Conditioned Floor Area..... 2289 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) ! Number of Dwelling Units... 1 Interior Number of Stories....,,..,, 1 Orientation Floor Construction Type.... Raised Floor SHGC Shading Glazing Percentage.......„. 12.9 % of floor area Window Average. Glazing U -value.... 0.5 Btu/hr-sf•-1= i�,�;l - ,Average Glazing SHGC....... 0.65 ------ Yes Average Ceiling Height..... 10.5 ft 14.0 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total. Assembly Typel Type R -value R --value R -value U -value Location/Comment" Wa11 Wall Wood R-17.8 R -i ) NR-1yi � , i )64 ------------------------- -------------••----•-------------- Roof Wood R -3i � R -i � R-3i�,i X38 Attic Floor Wood R-19 R--0 R-�10.039 CRAWLFloor Wood R-19 R-0 R-10.017 CRAWL Door, n/a R-0 R-n/a R' O 0=0 ENTRY DOOR, TO GARAGE_ FENESTRATION ---_.__-__-__-..- -------------- Over-- Over- Area Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (E) 10.0 i�,�;l - 0.65 � Standard -- - -- Standard ------ Yes Window Front (E) 14.0 0.490 0.670 Standard Standard Yes Window Front (E) 6.0 0.490 0.670 Standard Standard Yes Window Front (E) 6.0 0.510 0.650 Standard Standard Yes Window Front (E) 20.0 0.510 0.650 Standard Standard None Window Front (E) 6.0 0.490 0"670 Standard Standard None Window Front (E) 20.0 0.510 0.650 Standard Standard None Window Front (E) 6.0 0.490 0.670 Standard Standard None Window Left (S):0.0 0.510 0.650 Standard Standard None -.^� .. ' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R =============================================================================== Project Title. . . . . . . . . . BRIAN & CHRIS ROLES Date. .01/04/80 12:08:08 =============================================================================== |MICROPAS5 v5.10 File -ROLES Wth-CTZ11S92 Program -FORM CF -1R | User#-MP1829 User -Endeavor Homes Run -ROLES | ____________-___--___________________________________________________________-_ FENESTRATION HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Uver- ' Manual D Type Area U- ------------ Interior Exterior hang/ Orientation R (sf) Value SHGC Shading Shading Fins __ ________________ �� ViRdow Left (S) _____ 16.0 --- ______ 0.650 _______________ Standard ______________ Standard _____ None Window Back (W) 40.0 6.510 0.650 Standard Standard Yes Door Back (W) 53.0 6.470 0.650 Standard Standard Yes Window'. Back (W) 20.0 510 0.650 Standard Standard Yes Window Back (W) 6.0 510 0.650 Standard Standard Yes Window' Back (W) 12.0 0.650 Standard Standard None Window Left (SW) 10.0 6.650 Standard Standard Yes Window ' Back ' �(NW> 10.0A.� . 0.650 Standard Standard Yes HVAC SYSTEMS WATER HEATING SYSTEMS Number Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type �_______ FurnaceCrawlspace ____________ ------------ _______ ________ R-4.2 No _________ No _______ Setback ACSplit. ` R Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ^� ^ SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. *** ' This building incorporates non-standard Duct Location.. . REMARKS , . � ^ ,` .' CERTIFICATE,OF'COMPLIANCE: RESIDF_NTIAL Page 3 CF --1R Project Title.......... BRIAN & CHRIS ROLE`, Date..i IJ04/tic? 12v08:08 1 MICROPAS5 v5.10 f=ile -ROLES Wth-CT-L11S92 Program --FORM CF --1R User#-MP1829 User -Endeavor Homes Run --ROLES ----------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with - overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any, shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR .Name.'... BRIAN & CHRIS ROLES 'Company. OWNER/BUILDER Address. Phone .. 1-530-868-1528 License. tSigned.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... - _..Signed.. (date) Name .... Barry .Rubano ff Company. Endeavor Homes Address. P.O. Box 1947 0roville, CA 95965 Phone ... 530--•534--0300 Signed.._ �':�•D I (date) � MANDATORY . . - MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -11--k =.====================================�=========================�=============== Project Title.......... BRIAN & CHRIS ROLES Date..01/04/80 12:08:08 Project Address........ DOS RIOS ROAD ******* -----------------____ BIGGS, CA. *v5.10* | | Documentation Author... Barry Rubanoff ******* \ Building Permit # | . Endeavor Homes | | P.O. Box 1947 Plan Check�/ Date | ^ Oroville, CA 95965 | | 530-534-0300 1 Field Check/ Date | Climate Zone........... 11 ----------------------- Compliance --_-________________Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. | . ' MICROPAS5 v5.10 File -ROLES Wth-CTZ11S92 Program -FORM MF -11:1 � |- User#-MP1829 User -Endeavor Homes Run -ROLES � ______________________________________________________________-________________ . . mote: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk <*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the :permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES __________________________ ' '*150 (1).:` Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or `. equivalent U -value in metal frame walls (does not apply to e;terior mass walls). � ` Design- Enforce- er ment W10yAu/: minimum n-�`- � raised � `�1oor insulation in framed floors. ^150(i;:%Slab 'edge insulation - water absorption rate no greater ./ �`.than 0.3%, water vapor transmission rate no greater than 2.0 �perm/inch. 1`18: Insulation specified or installed meets CEC quality 0standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ '`.exfiltration controls ''''1! Doors and windows between conditioned and unconditioned . spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have' `label with certified U -value, certified solar heat gain , coefficient, and infiltration certification. ' 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ' 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs ^ '' z. Masonry and factory -built fireplaces have: ... MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... BRIAN & CHRIS ROLES Date..01/04/80 12:08:08 | - MICROPAS5 v5.10 File -ROLES Wth-CTZ11S92 Program -FORM MF -1R | | User#-MP1829 User -Endeavor Homes Run -ROLES | --------------------------------------------------------------------------------- ' a.'Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 72. No continuous burning gas pilots allowed. `SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ' ______________________________________________________________ ' Design- Enforce- ^ . er ment 1107113: HVAC equipment, water heaters, showerheads and . faucets certified by the Commission. 150(h)': Heating and/or cooling loads calculated in accordance ------ -----' With 'ASHRAE, SMACNA or ACCA. 150'<i)': Setback thermostat on all applicable heating and/or ----- ----- cooling systems. 150(j):' Pipe and Tank insulation ------ ----- '.'l. Storage gas -water heaters rated with an Energy Factor of � ^ less than 0.58 must be externally wrapped with insulation ' having an installed thermal resistance of R-12 or greater. 7`2. First 5 feet of pipes closest to water heater tank, non- ' .recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external ,insulation or R-16 combined internal/external insulation. 4? All buried or exposed piping insulated in recirculating . sections of hot water system. ..5. Cooling system piping below 55 degrees insulated. .'6. piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans ' `1. All ducts and plenums constructed, installed, in- `,sulated, fastened, and sealed to comply with the ICBO '- 1997 UMC sections 601 and 603; ducts insulated to a ^ ' ^ minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, -tape, aerosol sealant or other dudt closure ~` system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicablp specified tests ' ..for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually ' operated dampers. 114: Pool -and Spa Heating Systems and Equipment . 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: . a. At leyst 36 inches of pipe between filter and heater, for future solar heating. N-4 ' ^ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... BRIAN & CHRIS ROLES Date..01/04/80 12:08:08 |' MICROPAS5 v5.10 File -ROLES Wth-CTZ11692 Program -FORM MF -1R | | ' ' User#-MP1829 User -Endeavor Homes Run -ROLES � _______________________________________________________________________________ ' ' b. Cover for outdoor pools or outdoor spas. `3. Pool�system has directional inlets and a circulation ' ti switch. pump me sw c . 115: Gas7fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning p.ilot,light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- . . er ment 150(k)1: Luminaires for general lighting in kitchens shall .,-have lamps with an efficacy of 40 lumens/watt or greater for gyneral lighting in kitchens. This general lighting ' shall -be controlled by a switch on a readily accessible ^ . lighting control panel at an entrance to the kitchen. 1501k)2: Rooms with a shower or bathtub must either have at ----' ----- least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the 'room,or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures -,are IC (insulation cover) approved. ` � ' . ` N COMPUTERMETHOD SUMMARY =============================================================================== Page 7 C -2R Project -Title.......... BRIAN & CHRIS ROLES Date..01/04/80 12:08:08 Project'Address........ DOS RIOS ROAD ******* --------------------- . BIGGS, CA. *v5.10* | | Documentation Author... Barry Rubanoff ******* | Building Permit # 1 . . Endeavor Homes � | - P.O. Box 1947 | Plan Check / Date | Oroville, CA 95965 | | � 530-534-0300 | Field Check/ Date \ CIimate Zone........... 11 ----------------_____ Com.lian e.Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. .MICROPAS5 v5.10 File -ROLES Wth- TZ11S92 Program -FORM C -2R | | 'User#-MP1829 _______________________________________________________________________ `. . User -Endeavor Homes Run -ROLES � ================================================================= � . =-------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use . _------------- Standard Proposed Compliance = = = (kBtu/sf-yr) . / � _______________ Design __________ Design __________ Margin = � '= Space Heating.......... 16.66 14.47 __________ 2.19 = = ' = Space Cooling.......... 16.31 15.65 0.66 = = Water Heating.......... 12.00 10.21 1.79 = Total 44.97 40.33 4.64 = *** Building complies with Computer Performance *** =================================================== GENERAL INFORMATION -------------------- Conditioned ___-___________-__Conditioned Floor Area..... 2289 sf �, .� Type... �uz�ozng ........... Single Family Detached ' Construction Type ......... New ' Building Front Orientation. Front Facing 90 deg (E) ^ Number of Dwelling Units... 1 ' Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... ^ Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... . Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... ' Average Ceiling Height..... Raised Floor 1 24117 cf 0 sf 12.9 % of floor area 0.5 Btu/hr-sf-F 0.65 10.5 ft COMPUTER METHOD SUMMARY - �` , Page 8 C-21:1 =============================================================================== P?oject Title.......... BRIAN & CHRISROLES Date..01/04/80 12:08:08 | MICROPAS5 v5.10 File -ROLES Wth-CTZ11S92 Program -FORM C -2R � | . User#-MP1829 User -Endeavor Homes Run -ROLES | -___7__________________________________________________________________________ BUILDING ZONE INFORMATION Floor # of Vent Vent Air ' Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type ' (sf) (cf) __-_--- 0------ _____ _______ Units itioned Type _____ _______ (ft) (sf) Credit HO^ E ----------- _____ ________ _________ Residence 2289 24117 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES FENESTRATION SURFACES . .i ,' Area U- Insul Act Act Solar Form 3 Location/ Surface 4 ______________ (sf) ______ value _____ R-val _____ Azm Tilt Gains Reference Comments HOUSE` ° HOUSE. ' ___ ____ _____ ____________ ----------------- _______________HOUGE '1 Wall - 401 0.064 17.8 90 90 Yes W.19.2X6.16 90 2.Wall ` '' 90 0.064 17.8 90 90 No W.19.2X6.16 90 3 Wall, � 557 0.064 17.8 180 90 Yes W.19.2X6.16 90 4Wall ^ 61 0.064 17.8 180 90 No W.19.2X6.16 90 .5 Wall 419 0.064 17.8 270 90 Yes W.19.2X6.16 90 I Wall 353 0.064 17.8 0 90 Yes W.19.2X6.16 90 ^7 Wall 187 0.064 17.8 0 90 No W.19.2X6.16 90 8 Wall' 33 0.064 17.8 225 90 Yes W.19.2X6.16 90 9,Wall, . 33 0.064 17.8 315 90 Yes W.19.2X6.16 90 10 Roof 1795 0.038 30 n/a 0 Yes R.30.2X4.24 Attic 11'Roof Standard/0'68 494 0.038 30 90 14 Yes R.30.2X4.24 Attic 12Floor ' 1929 0.039 19 n/a 0 No FC.19.38X9.4 CRAWL 13 Floor: 360 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL 14 Door- 20 0.330 0 90 90 Yes None ENTRY DOOR 15 . Door' . . 20 0.330 0 0 90 No None TO GARAGE FENESTRATION SURFACES . Area U- Act Exterior Shade Interior Shade Orientation _�______________ (sf) _____ Value _____ SHGC Azm Tilt Type/SHGC Type/SHGC ° HOUSE. ' _____ ___ ____ ______________ ______________ 1�_Window Front (E) 30.0 0.510 0.650 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 14.0 0.490 0.670 90 90 Standard/0.76 Standard/0.68 .3 Window _ Front (E) 6.0 0.490 0.670 90 90 Standard/0.76 Standard/0.68 4^Window Front (E) 6.0 0.510 0.650 90 90 Standard/0.76 Standard/0.6[3 5 -Window ' Front (E) 20.0 0.510 0.650 90 90 Standard/0.76 Standard/068 6,Window Front (E) 6.0 0.490 0.670 90 90 Standard/0.76 Standard/0.68 7'Window Front (E) 20.0 0.510 0.650 90 90 Standard/0.76 Standard/0.68 8 Window Front (E) 6.0 0.490 0.670 90 90 Standard/0.76 Standard/0^68 9Window Left (S) 20.0 0.510 0.650 180 90 Standard/0.76 Standard/0.68 10 Window Left (S) 16.0 0.510 0.650 180 90 Standard/0.76 Standard/0'68 11 Window Back (W) 40.0 0.510 0.650 270 90 Standard/0.76 Standard/0.68 12 Door Back (W) 53.0 0.470 0.650 270 90 Standard/0.76 Standard/0.68 13 Window Back (W) 20.0 0.510 0.650 270 90 Standard/0.76 Standard/0.68 •s - r a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title...... , ,... BRIAN & CHRIS .ROLES Da•te..01/04/80 12:08:00 I , MICROPAS5 v5.10 File -ROLES Wth--CTZ11S92 Program -F=ORM C -21R- I.' User#-MP1829 User -Endeavor Homes Run -ROLES ; FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade_' Orientation (sf) Value SHGC A m Tilt Type/SHGC 1 ype/SHGC 14 Window Back (W) 6.0 0.510 0.650 270 90 Standard/0.76 Standard/0.68 15,. Window Fuck: (W) 12.0 0.510 0.650 270 90 Standard/0.76 Standard/0.68 16 Window Left (SW) 10.0 0.510 0.650 225 Sir Standard/0.76 Standard/0.613 17 Window Back: (NW) 10.0 0.510 0.650 315 90 Standard/0.76 Standard/0,65 OVERHANGS AND SIDE FINS ----Window-- ------ Overhang ----- ---Left Fin --- --- Right Fin -...- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ' ------ ----- ---- ---- ---- ----- ----- 1- Windoi�r :;0.0 6.0 5.0 7.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 14.0 6.0 3.0 7.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 1.0 6.0 9.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 1.0 6.0 9.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 40.0 8.0 5.0 2.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 5Z.0 8.0 6.67 10.5 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 13 -Windom 20.0 4.0 5.0 5.5 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 6.0 2.0 1.0 2.0 2,25 n/a n/a n/a n/a n/a n/a n/a n/a 16 'Window 10.0 2.0 5.0 8.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 1% Windom 10.0 2.0 5.0 8.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS System Type Mi.niMum -------------- Duct Duct Tested Duct ACOA Duct Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Crawlspace R-4.2 No No 0.70 ACSplit 10-00 SEER Crawlspace R-4.2 No No 0„67/1• WATER HEATING SYSTEMS Number Tank: External in Energy Size Insulation Tank: Type Heater Type Distribution Type ------------------- System Factor (gal) R --value I Storage Gas Standard ------ :i -------- ----------•- 0.62 40 ------------- Fl- n/a COMPUTER! METHOD SUMMARY Page 10 C -`R Project Title. o a o 0 0 0 0 . e BRIAN & CHRIS ROLES Date..01/04/00 12g08:08 MICROPASS v5.10 File -ROLES Wth-CT-L11S92 Program --FORM C --•2R User#--MP1829 User -Endeavor Homes Run -ROLES ----------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------- # Items in this section should be documented on the planta, **.A. ***-installed to manufacturer and CEC specifications, and #..�.�. #*# verified during plan check: and field inspection. **.X. This building incorporates non-standard Duct Location. REMARKS f o ` . HVACSIZING Page 11 � HVAC Project Title.......... BRIAN & CHRIS ROLES Date -01/04/80 12:08:08 ProjectAddress........ DOS RIOS ROAD ******* -------______________ ^ BIGGS, CA. *v5.10* | | Documentation Author... Barry Rubanoff ******* || Endeavor Homes| - . | _ P.O. Box 1947 | Plan Check / Date | Oroville, CA 95965 | | 530-534-0300 | � Field Check/ Date | Climate Zone........... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. |'^ MICROPAS5 v5.10 File -ROLES Wth-CTZ11S92 Program -HVAC SIZING \ | . User#-MP1829 User -Endeavor Homes Run -ROLES � _______________________________________________________________________________ ` ^. ^ � GENERAL INFORMATION -------------------- Floor __________________Floor Area................. 2289 sf Volume..................... 24117 cf Front Orientation.......... Front Facing 90 deg (E) �Sizing Location............ OROVILLE RS . Latitude................... 39.5 degrees Winter Outside Design...... 30 F ` Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F ' Summer Range............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes t_ ' '' Latent Load Fraction....... 0.20 `.. . � HEATING AND COOLING LOAD SUMMARY --------------------------------- Heating _______________________________Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 13003 7390 ` . Glazing Conduction. . . . . .'......... 5908 3840 ' Glazing Solar.................... n/a 9808 Infiltration..................... 13718 5632 . Internal Gain..........~......... n/a 2100 ` Ducts............................ 3263 1438 ' . ^ ` Sensible Load'................... 35891 30208 ` ' Latent Load...................... n/a 6042 ___________ _ __________ Minimum Total Load 35891 36250 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 12 HVAC Project Title. e . , e o , e a , BRIAN & CHRIS .ROLES Date -0004/80 l 'aOB:% 1. MICROPAS5 v5.10 File -ROLES Wth-CTZ11S92 Program -HVAC SIZING User#-MPte29 User -Endeavor Homes Run -ROLLS factors when selecting the HVAC equipment,. February 23, 2001 Brian and Chris Roles P.O. Box 977 Biggs, CA ,95917 J Department p t of Development Services Building Di i' sion 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 01-0214 Assessor's Parcel Number: 025-090-036 This office has performed the structural review of the above referenced .building plans. Please provide additional information and/or make revisions to:plans, specifications and calculations as follows: Provide shear wall schedule on the plans. The structural calculations specify shear Gvalls that are riot defined on the plans or in the calculations. Please address wall line 3, as it does not comply with the bracing requirements of U.B.C. 2320. The structural calculations state that wall line 3 is to be braced using /BP -1 panels and do not analyze it. BP -1 panels are not described in the calculations or on the plans. 3. Specify A35 clip spacing on details 26 and 27 on plan sheet 4 or remove if clips are /not to be used. !en Provide connection details. depicting shear transfer from the roof diaphragm to the terior shear walls at the front and rear porches. r'` M npeW U- t (-- Fv-Onil /0 o o N EY �� Reu s aq Tv -u ss oc r'A I (_.S check will continue upon receipt of the above items and those items listed in the &I leiter sent to you from Linda Simpson February 13, 2001. Additional items may be 3� y required when plan check is resumed. If you wish to discuss any requirements, you may contact Linda or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Mooney, P.E. February 13, 2001 Brian and Chris Roles P.O. Box 977 Biggs, CA 95917 Department of Develo mint Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-090-036 Building Permit Number: 01-0214 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORINT. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — i Provide additional information and/or make revisions to plans, specifications and calculations as fo lows: P se show the location of your water heater on the plans. lease show the location of your HVAC equipment on the plans. our firewall must separate the entire laundry room from the garage. Please indicate how you will achieve this separation along the east side of the laundry room. You will probably need to do the garage ceiling and all walls. our energy compliance forms call out a 6 -foot sliding door at the rear; the plans call out an 8 -foot door. Please revise the energy forms. ILVAa (ALC4� The truss layout does not agree with the roof -framing plan. Please coordinate. TPlease show the bearing points for the two girder trusses on the floor plan. 1 Please have the engineer calculate the header.over the 8 -foot sliding door, inci'uding the point load from the girder truss. and AF have bearing points inconsistent with the plans. )T),o / There is a truss M3 on the layout. What does this truss sit or bear on? f your furnace is in the attic, provide a truss detail that includes the loading for this unit. lease have the truss company design trusses to support the false dormers in the front of the ��• house or provide a letter that the submitted trusses will support them. Please have your engineer provide calculations showing that 4x8 girders will span 7 feet or revise the plans. 1 of 2 ,14"Please have the engineer calculate the interior pier footing size, as 18'inches is not large enough in some areas. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to'depict code compliance. X..Review of the building plans by the Butte County Building Division engineer has not been completed at,this time. Any additional comments from the engineer will be addresses in separate correspondence. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET, or may have been asked for in Part I above. 1. Pay Balance of Building Permit fees in the amount of $1118.35 2. Pay impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART -1, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00p.m., Monday through Friday. The attached checklist must agcompany corrected items. Sincerely, v Linda Simpson Plans Examiner 2 of 2 s MICHAEL M OONE Y 5 A MADRONE A VE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County December 6, 2000 Development Services'Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Roles/Endeavor I'have reviewed -the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square -foot. Thank you for your consideration and patience. Yours, ��FESSIOl�,q Michel M W My license CIV��- ��%3J0-01 Owner: Plans Examiner: Linda Simpson RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: A. P. Number: GENERAL: Zoning requirements – (number of permitted living units). Plans signed by the designer: Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard pecial conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ '—Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have'a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ' ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be J used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath edroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). ge firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances -shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ood stove location - Alcove – UMC section 205 confined space & 223 unconfined space & 304.2). ,L4O.."Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 e45 --Water closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 7. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). 10'fi�tUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ �e3! Clerestory requiring balloon fimaming and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). K. Floor construction details complete enough to construct building. ,6! Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details.and calculations if necessary. Garage door header size(s). P header size(s). Typical header size(s).. 3 / S (l�U Ct 001' d heights. U High expansive soil — special foundation design required. Retaining walls requiring design Gypsum wallboard nailing inspection required. it If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). and requirements. Energy design compliance and supporting documentation. / CDF responsible area requirements. UILDING PERMIT REQUIREMENTS: ® ,�tj G 1. ❑ SRA. (� /l_ C 2. ❑ Flood elevation certificate. GW 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. (f ' 6. ❑ Sub -Standard Housing letter. 6) ct�4f2� Page 2 of 2 P= r♦ f PLAN REVRW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal Ns form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val i response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate yon response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WrM REVISED AND ORIGINA PL"S. OWNERS ME DATE: 2 l V -Si (D i ASSESSORS PARCEL NUMBER PERMIT NUMBER C72�—o�.o- Deco D 1--DZ�`1 RESPONSE FOR PLAN CHECK LETTER DATED: Z[kSl01 Ldv)A 'St.wt PS6f\1 PLAN CHECK ITEM # (7- RESPONSE BY: t �'LCiD LOCATION ON PLANS/CALCS: COMMENTS: CLGVL Iii teb-0• COMMENTS: S lalJl K O< PLAN CHECK ITEM # RESPONSE BY: I �� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S lalJl K O< 5 6V - PLAN CHECK ITEM # RESPONSE BY: I �� LOCATION ON PLANS/CALCS: COMMENTS: i 5 6V - CHECK CHECK ITEM # IRESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Y A JCI" • a . r a%uv4L v4 1 - in In order to expedite the review of your plans, please complete the following information and return this form with your re.subraitta this form is not complete, as to all correction items, we will not be able to sccept your re -submittal for review. Then m response to every item requested in our plan cocrxtion letter. "By other' is not considered a valid response. please �� response to each item and the location where the information can be found on the plandcalcs. - �. .. wrw■ wwwwww �uw w,..--- RESPONSE FOR PLAN CHECK LETTER DATED: c?z ^ t -S -- O 1. 2---.-7 PERMIT NUMBER PLAN CHECK ITEM N RESPONSE BY. LOCATION ON PLANS/CALCS: COM S:` 1T 15 R t�ID�I sl rhe- TVRi �ruS �oc' 5K J ON P PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: , PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: PLAN CHECK ITEM IM IRESPONSE BY: ILOCrTIbN ON PLANS/CALCS: COMMENTS: �I , MICHAEL MOONEY CIVIL, ENGINEER RCE 20647 Job Number 00-12-150 r >> Date 01-04-2001 { Analysis UBC 1997 i' Live loads Roof Comp roof 6.0 , i' 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall MICHAEL MOONEY CIVIL, ENGINEER RCE 20647 Job Number 00-12-150 Job Name Roles/Quigley Date 01-04-2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 , 1/2" plywood 1.5 Trusses 4 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Lap, siding 1.5 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 8 psf. o Floor Plywood 3.0 40 psf Joist 2.5 Beams 2.0 8 psf a Wind Loads P = Ce Cq q^I whef-e Exposure B d C� = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C,,IW/1.4R C,,=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 v ' Lateral bearing = 250 psf/ft. j 01021 burrE COUN t i, WILDING DEPARTME D, D� D- n v r: r Page 1 U 7figr cvr�t- :.{y. ,J/UU w�'. . •.. 0 D 1J: JJ UJJV JJI J_UJ LI\ULANVn ItUAUJ OO 54-00-00 _. t4 OQ 00 F 24-00-00 * t6.00-00 Ig003/UUo 2-�J 6-00-00 4 00-00 0 24-00-00 10.-06 00 -A . O z-9 42 ON 3 4 dy- - �,�u� J t� x.4117 +13,,s n, s � a� L-O� I,/ bo�� No 1- czmp-Y w 0'3 C 23 z�o , 6P- � N b T Ir)EFN n �--O Fro c:N P L-,A-f-rs 0 Iib A ry D a 189 85 v5 N 3 J� C�° i� i {` '1 2,kL _s -Tt, w)&R 0 ��2 sil/h 10 voll, D Ute- �s2� 0*, X2(0 ►�(.C� ��a� , C� c�U�2mI�2f�fl-� y2iIOLLM C9, 647Ezy— wiND, rnsf 4- sxax li.�-+ (jo.-71ztSY4Q-(p�) W4- i nu*w LAJtWo v .61®.7116)(26) y z4�'� � �►�� _ ac, V It 51 V4 L o- - ni 4) ? . i cnt, 7.= 6 R r- OVAI M.-li- �� a i.. 'r') Il�A" &E &5s Uwe- Wim- (�� ' z�C.t�� -- -7vZ4,9� cs+ i wj�-=10 6"mac, AV LD ozoq-7�;,[Io V\ D:�i� 10 d 6 L L�. -)W -3�- I tb LID. OMS Ll�-Rw ARM Aavio CCS I yr ,{Ivo 4-wz lo( R2$ vxs— 4- 4 b in L Rccna: � U� I D �43K e � s VaTnn Kf *YD �u1,nR� S'l��4�18 Cs) m , o too _ 42o3 . -744 Gtr AM CHAEL MOONEY. CIVIL ENGINEER RCE 20647 • 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 TIMBER JOIST & RAFTER DESIGN DESIGN DATA Timber Section ....Depth ....Width Le: Unsupp Fb- Allow Fv- Allow Elastic Mod. Load Duration Factor Stress Ratio CENTER SPAN Span Length Uniform DL -LL Point DL LL X -Dist RESULTS — Mmax @ Cntr X -Dist REACTIONS - Left: Dead Load Live Load Right: Dead Load Live Load STRESSES — Fb.. Allow Fb.: Actual Fv.. Allow Fv.. Actual DEFLECTIONS Center... Dead Load X -Dist DL Ratio Live Load X -Dist LL Ratio Total Defl X -Dist Ratio V4.4C1 (c).1983-96 ENERCALC Date: 01 /08/01 Page:' . MICHAEL MOONEY, KW -0601576 1 4X12 in : 11.25 in 3.50 ft : 2.00 ' psi 875.00 psi 85.00 ksi 1600.00 1.25 ->> 0.61 -OK- ft : 8.00 plf 55.00 plf 51.00 # 956.00 # 900.00 ft : 4.20 k -in 54.42 ft : 4.21 # 674.10 # : 631.50 # : 721.90 # : 676.50 -OK- psi 1203.1 psi 737.2 psi 106.25 psi 49.40 in -0.034 ft : 4.05 2819 in : -0.032 ft : 4.05 3004 in -0.066 ft : 4.05 1454 Page:' . MICHAEL MOONEY, KW -0601576 MJCHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 01 /08/01 Page: *11 GENERAL TIMBER BEAM DESIGN APPLIED LOADS Uniform Load @ Center Span: DL = 210.0 plf LL = 224.0 plf 5.40 k SUMMARY - USING 3.125 x 12.000 Beam, Bending = 78.01%, Shear = 69.82% Max. Pos Mom @ 8.12 ft= 14.63 k -ft BEAM DATA SPAN DATA ....used for dsgn = Timber Section End Fixity Pin:Pin Center Span = 16.25 ft Beam Width = 3.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Bearing Req'd @ Left = Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. _ - 0.00 ft a � 1 i I 1C Ir lull) 3.60 k APPLIED LOADS Uniform Load @ Center Span: DL = 210.0 plf LL = 224.0 plf 5.40 k SUMMARY - USING 3.125 x 12.000 Beam, Bending = 78.01%, Shear = 69.82% Max. Pos Mom @ 8.12 ft= 14.63 k -ft Shear: Max. @ Left = Max. Neg Mom @ 16.25 ft= 0.00 k -ft ....used for dsgn = Max @ Left = 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment = 18.75 k -ft ....used for dsgn = fb : Max. Actual = 2340.2 psi ....Area Req'd = Fb : Allowable = 3000.0 psi fv : Max. Actual = Center Fv : Allowable = Ck = .811(E/Fb)'.5 = 19.87 144.01 psi Cs = (LeD/B'2)'.5 = 7.92 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = unnnunnnnnnnnnnnnnllnnnnnnnnnnnnnnnunnnunnnnnnunnn II11111111111111111IIIIIIIII IIIIIIIII II 1111111 II II11111II II II III II II 111111 I1111IIIIIIIII II1111111 a � 1 i I 1C Ir lull) 3.60 k Reactions... DL Maximum 5.40 k Left = 1.78 k 3.60 k 26.18 in2 Right = 1.78 k 3.60 k 3.60 k 5.40 k Deflections... 26.18 in2 Center = -0.42 in -0.86 in 144.01 psi ....Dist = 8.12 ft 8.125 ft 206.3 psi ...L/Deft = 459 227 Left = 0.00 in 0.000 in 1.77 in ...L/Deft = 0 0 1.77 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 f f F moi. F r i f moi. MICHAEL- MOONEY CI`CIL ENGINEER RCE,20647 5A MADRONE AVE . - OROVILLE, CA•95966 530-533-2131 Date: 01 /09/01 Page: GENERAL TIMBER BEAM DESIGN Point Load: LL = 65.0 # at 0.30 ft BEAM DATA SPAN DATA Maximum Timber Section 4X12 End Fixity Pin:Pin Center Span = 10.50 ft - Beam Width = 3.500 in Elastic Modulus = 1600000 psi' Left Cantilever = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Max. @ Right = Fb - Bending = 875 psi ' Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 95 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Cv per UBC 2312.4.5 = 1.10 Le : Right Cant. = 0.00 ft 0 R IR_ IK APPLIED LOADS = 0.00 in 0.000 in Point Load: LL = 65.0 # at 0.30 ft Reactions... Point Load: LL 1.3 # at 0.80 ft Maximum Point Load: LL = 440.0 # at 2.30 ft Left Point Load: LL = 440.0 # at 4.30 ft 0.95 k Point Load: LL = 440.0 # at 6.30 ft Right Point Load: LL. = 280.0 # at 8.30 ft 0.81 k 0.81 k SUMMARY USING 3.500 x 11.250 Beam, Bending = 38.67%, Shear = 30.56% Max. Pos Mom @ 4.33 ft = 2.86 k -ft Shear: Max. @ Left Max. Neg Mom @ 10.50 ft= 0.00 k -ft ....used for dsgn = Max @ Left 0.00 k -ft ....Area Req'd = Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment = 7.40 k -ft ....used for dsgn = fb : Max. Actual = 465.3 psi ....Area Req'd = Fb : Allowable = 1203.1 psi fv : Max. Actual = = 31987 Fv : Allowable = Ck = .811(E/Fb)'.5 = 31.02 Left Cs = (LeD/B"2)'.5 = 6.71 Bearing Req'd @ Left = Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 1nI 0 0 0 0 R IR_ IK if.l = 0.00 in 0.000 in I11 111 � 0 I11 III I tl = 0 0 t�'Jf 1 1 I I iil Cil I 1 i v.w 0.95 k Reactions... DL Maximum 1.43 k Left = 0.05 k 0.95 k 12.03 in2 Right = 0.05 k 0.81 k 0.81 k 1.22 k Deflections... 10.28 in2 Center = -0.00 in -0.08 in 36.29 psi ....Dist = 5.25 ft 5.208 ft 118.8 psi ...L/Deft = 31987 1499 Left = 0.00 in 0.000 in 0.42 in ...L/Deft = 0 0 0.36 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601.576 MICHAEL MOONEY C117I1- ENGINEER RCE 20647 41 5A MADRONE AVE -OROVILLE, CA 95966 530-533-2131 Date: 01 /09/01 Page: Cl/ GENERAL TIMBER BEAM DESIGN �2 p WET Shear: Max. @ Left = 0.96 k BEAM DATA SPAN DATA Maximum Timber Section End Fixity Pin:Pin Center Span = 10.50 ft Beam Width = 3.500 in Elastic Modulus = 1600000 psi Left Cantilever. = 0.00 ft Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS = 0.00 k -ft Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 95 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Deflections... Le : Right Cant. = 0.00 ft fb : Max. Actual APPLIED LOADS ....Area Req'd = 9.11 in2 Point Load: LL = 218.0 # at 0.80 ft = -0.00 in -0.09 in Fb : Allowable Point toad: LL = 220.0 # at 2.80 ft fv : Max. Actual = 36.46 psi ....Dist Point Load: LL = 220.0 # at 4.80 ft 5.166 ft Point Load: LL = 790.0 # at 5.30 ft 118.8 psi ...L/Deft = 31987 Point Load: LL = 65.0 # at 6.80 ft Ck = .811(E/Fb)'.5 = 31.02 Point Load: LL = 65.0 # at 8.80 ft Left = 0.00 in 0.000 in Cs = (LeD/B"2)'.5 SUMMARY Bearing Req'd @ Left = 0.42 in USING 3.500 x 11.250 Beam, Bending = 44.52%, Shear = 30.70% 0 Cv per UBC 2312.4.5 M P M Bearing Req'd @ Right = 0.32 in Right @ 5.29 f ax. os om t= 3.30 k -it Shear: Max. @ Left = 0.96 k Reactions... DL Maximum Max. Neg Mom @ 10.50 ft= 0.00 k -ft ....used for dsgn = 1.44 k Left = 0.05 k 0.96 k Max @ Left = 0.00 k -ft ....Area Req'd = 12.09 int Right = 0.05 k 0.72 k Max @ Right = 0.00 k -ft Max. @ Right = 0.72 k Max. Allow Moment = 7.40 k -ft ....used for dsgn = 1.08 k Deflections... fb : Max. Actual = 535.6 psi ....Area Req'd = 9.11 in2 Center = -0.00 in -0.09 in Fb : Allowable = 1203.1 psi fv : Max. Actual = 36.46 psi ....Dist = 5.25 ft 5.166 ft Fv : Allowable = 118.8 psi ...L/Deft = 31987 1469 Ck = .811(E/Fb)'.5 = 31.02 Left = 0.00 in 0.000 in Cs = (LeD/B"2)'.5 = 6.71 Bearing Req'd @ Left = 0.42 in ...L/Deft = 0 0 Cv per UBC 2312.4.5 = 1.10 Bearing Req'd @ Right = 0.32 in Right = 0.00 in 0.000 in ...L/Deft = 0 0 0 0 0 0 in 1.\I IAI Inl ih IW in IW _ .._.�.. ---_ v i v v vJ 1 - - - _ ...... . I r r r .... _.. _.__ _- . _.__ .. -.... ......... 1 t T _ J ]11 411 l c.c 1.7 ss s.; 7.a ss acs V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 4-9 :2,54x0[ -2 LL y - 1� NZ = zap f -- 'K LL LX OL -,7 2,Ze [0� tAUV DLA-- 4 Zt LL Y�C2 1C�6�C�1 ��-�o} � q�p.��SrbC.� 2q,�L� ��. t.i u I I LUUN I I MLDiNG DEPARTYIEW V QFE 0 647 Zt, b. CALA - MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MAUONE AVE OROVILLE, CA 95966 530-533-2131 Date: 02/26/01 GENERAL TIMBER BEAM DESIGN 1 1 I Q nn Page: . SPAN DATA BEAM DATA Center Span = Timber Section Left Cantilever. = End Fixity Pin:Pin Beam Width = 5.125 in Elastic Modulus = 1800000 psi Beam Depth = 12.00 in Beam Density = 35.0 pcf Lamination Thickness = 1.50 in Load Duration Factor = 1.25 Fb - Bending = 2400 psi Beam Wt. is Added to Loads Left Fv - Shear = 165 psi End Shear Calc'd at Support 1 Fc - Bearing = 650 psi l u si o of a ^1 u APPLIED LOADS _J1 _j JIJ Point Load: DL = 2540.0 # LL = 2390.0 # at 1.80 ft nl Point Load: DL = 152.0 # LL = 144.0 # at 2.00 ft _1- Point Load: DL = 1180.0 # LL = 1110.0 # at 4.00 ft Z- Point Load: DL = 1180.0 # LL = 1110.0 # at 6.00 ft Point Load: DL = 1180.0 # LL = 1110.0 # at 8.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 38.12%, Shear = 68.83% Max. Pos Mom @ 4.00 ft= 11.72 k -ft Shear: Max. @ Left = 5.82 k Max. Neg Mom @ 8.00 ft= 0.00 k -ft ....used for dsgn = 8.73 k Max @ Left = 0.00 k -ft ....Area Req'd = 42.33 in2 Max @ Right = 0.00 k -ft Max. @ Right = 4.11 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 6.16 k fb : Max. Actual = 1143.7 psi ....Area Req'd = 29.86 in2 Fb : Allowable = 3000.0 psi fv : Max. Actual = 141.95 psi Fv : Allowable = 206.3 psi Ck = .811(E/Fb)".5 = 19.87. Cs = (LeD/B'2)".5 = 4.83 Bearing Req'd @ Left = 1.75 in Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 1.92 in 1 1 I Q nn Page: . SPAN DATA DL Center Span = 8.00 ft Left Cantilever. = 0.00 ft o o� V`• V .. V .. V .. V Iruji "'Ir wlr w1� = 3.87 ft 3.872 ft ...L/Deft = 1834 954 Left = 0.00 in • 0.000 in 1 1 I I l u si o of a ^1 u .JIJ _J1 _j JIJ JIJ n nl nl nl nl _1- 1 Z' Z- �6 T 7 1 1 I Q nn Page: . SPAN DATA DL Center Span = 8.00 ft Left Cantilever. = 0.00 ft Right Cantilever = 0.00 ft UNBRACEDLENGTHS Deflections... Le : Center Span = 2.00 ft Le : Left Cant. = 0.00 ft Le : Right Cant. = 0.00 ft Reactions... DL Maximum Left = 3.03 k 5.82 k Right = 3.32 k 6.40 k Deflections... Center = -0.05 in -0.10 in ....Dist = 3.87 ft 3.872 ft ...L/Deft = 1834 954 Left = 0.00 in • 0.000 in ...L/Deft = 0 0 Right = 0.00 in 0.000 in ...L/Deft = 0 0 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 Date: 02/26/01 Page: TIMBER JOIST & RAFTER DESIGN VI -1, W11 09 DESIGN DATA 1 Timber Section 4X8 ....Depth in 7.25 ....Width in 3.50 Le: Unsupp ft 2.00 ' Fb- Allow psi 875.00 Fv- Allow psi 95.00 Elastic Mod. ksi 1600.00 Load Duration Factor 1.00 Stress Ratio ->> 0.96 CENTER SPAN -OK- Span Length ft : 6.79 Uniform DL plf 63.00 LL plf 420.00 RESULTS Mmax @ Cntr k -in 33.40 X -Dist ft : 3.39 REACTIONS Left: Dead Load # 213.88 Live Load # 1425.90 Right: Dead Load # : 213.88 Live Load # : 1425.90 STRESSES -OK- Fb.. Allow psi 1137.5 Fb.. Actual psi 1089.4 Fv.. Allow psi 95.00 Fv.. Actual psi 80.13 DEFLECTIONS Center... Dead Load in -0.017 X -Dist ft 3.39 DL Ratio 4810 Live Load in -0.113 X -Dist ft 3.39 LL Ratio 721 Total Defl in : -0.130 X -Dist ft : 3.39 Ratio 627 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 5Q'MAG,iONE AVE OROVILLE, CA 95966 530-533-2131 Date: 02/26/01 SQUARE FOOTING DESIGN Page: LOADING DATA 1 Dead Load k : 0.44 Live Load k : 2.94 Short Terry Load k : 0.00 Seismic Zone 0 Overburden Weight psf : 0.0 Combining Live & Short Term Loads ? No FOOTING DATA Size (Length & Width) ft: 1.50 OF Thickness in: 1.50 # of Bars 0 Rebar Size Number # : 0 Column Dimension in: 3.5 Fc psi: 2500 Fy psi: 40000 Cover over rebar in: 3.0 Concrete weight pcf : 145.0 t SOIL DATA Basic Allow Soil Brg Press. psf: 1500 Short Term Duration Factor Ftg. Depth Below Soil ft : 1.33 1.00 1 �6A— Soil Pressure Increases... v per foot of depth increase psf :300.00 �f when footing is below ft: 1.00 !/ per foot of width increase psf : 300.00 when footing is wider than ft : 1.00 CALCULATED FORCES Maximum Static Soil Pressure psf: �(l 1`� Allow Static Soil Pressure psf: 1650.0 Max. Short Term Soil Pressure psf: 21 Allow Short Term Soil Pressure psf: 2194.5 1 -Way: Allowable Shear psi : 100.0 Vu/Phi psi : -120.2 2 -Way: Allowable Shear psi: 200.0 Vu/Phi psi: -549.3 Mn k -ft : 0.0 Mu/Phi k -ft : 0.5 REINFORCING Actual Bar Depth in: -1.50 Min. Allow % Reinforcing 0.0014 200/Fy 0.0050 Req'd Per Analysis 0.0054 USE....... %: 0.0054 Rebar Area Req'd in2/ft : -0.10 Total Area Req'd in2: -0.15 REBAR CHOICES Quantity of: #4 Bars 0 *LAN REVIEW R.ESPON,*FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-subalitW. US form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vat. response to every item requested in our plan correction letter. "By others" is not considered a valid response. please indicate yo response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOiJR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL. PLANS. 2-(LL� TLI;Ls SESSORS PARCEL NUMBER �KtbVUNP,FcLLo run VLAN W—itUF% Lt 1 1 tK UA 1 tU: 4-u K),v 2 C2Z�� it: Ir�le�1 VrKMII NUMbtK 61- DzC y PLAN CHECK ITEM # CD- RESPONSE (�BY: �e RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 9�kCYIJk-, 'k�,j kTT&M1- tklw Za,,► iL�-Lcrn, —U1e O -.v 2L vt-ai-,50 PLAN CHECK ITEM # RESPONSE (�BY: �e LOCATION ON PLANS/CALCS: COMMENTS: Eat - ar'�- oo1Lm W'&WA'W l./K`o ZoYL - ( LEP-q- 9�kCYIJk-, 'k�,j kTT&M1- tklw Za,,► iL�-Lcrn, —U1e O -.v 2L vt-ai-,50 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON P S CALCS: COMMENTS:, GVC PLAN CHT # COMMENTS: PLAN CHECK ITEM # COMMENTS: RESPONSE BY: A1 N -t V- 1 1 RESPONSE BY: LOCATION ON PLANS/CALCS: S LOCATION ON P F AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 aIZA10 1 —12110 1 1 CE) 26 Recorded Official Records County Of BUTTE CANDACE J. BRUBBS Recorder ROSEMARY DICKSON Assistant 10:17AM 27 -Alar -2001 REC FEE 10.00 CONIES 1.50 Alyce Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and resident. W°itlri:s s iicl zones 4rd.on adjav;-rt 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 =RS: 'PA State of California County of -4bu—tf-P— �1/T�(W!��l�r personally appeared(,� personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) i are ubscribed to the within instrument and acknowledged to me that they xecuted the same ie-his/h /their uthorized capacity(ies), and that by /thei signatures) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and otiici seal a.ab — ab gh LISA E. LATfEMORE Signatur Seal: Commission # 1241000 Z Notary Public - California �¢ Butte County A.P. # My Comm. Bpkes Nov 6.20M DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE NORTH 206.98 FEET OF THE SOUTH 413.96 FEET OF -THE NORTH 783.42 FEET OF LOTS 18 AND 20 OF BLOCK 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY",- WHICH MAP WAS RECORDED IN THE•OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31. AP#: 025-090-036-000 I = .i fi M � � `k4�.. �� .�_ 7 t 1. y'l4x4 z .. }i•. .ireeF r C ORDER -NO. BU -178243-3 4 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE NORTH 206.98 FEET OF THE SOUTH 413.96 FEET OF -THE NORTH 783.42 FEET OF LOTS 18 AND 20 OF BLOCK 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY",- WHICH MAP WAS RECORDED IN THE•OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31. AP#: 025-090-036-000 I A�1- WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2010 1 —00 1 1 926 Recorded Official Records County Of BUTTE CANDACE J. BRUBBS Recorder ROSEMARY DICKSON Assistant 10:17AM 27 -Mar -2001 REC FEE 10.00 COPIES 1.50 Alyce Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date o State of California County of ,, Ibu- o PROP RTY OWNERS�� T �=U� Y t.LL.VI, G e personally appeared e*JAd,,( 81� C`,N1 S—O tJ E `R UJEF7�) personally known to me (or proved to me on the basis of satisfacto evidence) to be the person(s) whose name(s) i are ubscribed to the within instrument and acknowledged to me thatthey xecuted the same in-his/h4 /their uthorized capacity(ies), and that by /thei signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offici seal r. ILISA E. LATTEMORE t Signatu Seal: . Commission # 1241000 r Notary M tc - Cotttamt0 L) Butte County A.P. 4 . MY Comm. Fpin%Nov&= DESCRIPTION J1. 71 THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE NORTH..206-.98 FEET OF THE SOUTH 413.96. -FEET OFTHE NORTH 783.42 --- FEET OF LOTS 18 AND 20 bF BLOCK- 4-', AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY"nWHICH MAP WAS RECORDED Z. - I IN TH97bVF3fCE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPSJ,7' AT PAGE(S) 31. AP#: 025-090-036-000 I MERE bADER NO. '.- BU -1'-7'8243-3 ... 7 n* -1 iz. . THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE NORTH..206-.98 FEET OF THE SOUTH 413.96. -FEET OFTHE NORTH 783.42 --- FEET OF LOTS 18 AND 20 bF BLOCK- 4-', AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY"nWHICH MAP WAS RECORDED Z. - I IN TH97bVF3fCE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPSJ,7' AT PAGE(S) 31. AP#: 025-090-036-000 I s 2-x - RIP&E N/ 2X K16KERAT G'- 0 110L , CAL VALLEY SYSTEM -ROOF T"5 AT 24" O.G VALLE"', T'rp .2X4 FLAT OVER 5 TRL65E5 a" r,,lGKF-Rl .2X6FLAT AT TY P• RIPE TYP 2X4 -FL -AT 0/ ROOF mATtrRiAL RAFTER 6ow, TILE, 5H-1t,6LE'R00E- 2 4-0 24"0 X4 x7 2X6 024"0:6 NOT RECOMMENDED- FOR LOAD DISTRIBUTION 5TRIBUTION DUArU* 160-40 I .4 Nap. vr .NOTE: OVER FRAMING SUPPORT DETAILS ARE A RECOMMENDATION ONLY! ALL BRACING REQUIREMENTS TEMPORARY, LATERAL, WIND, AND PERMANENT ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PROJECT ENGINEER, ARCHITECT, AND OR ERECTION CONTRACTORJ . r is J li V V V -- 14-00-00 4-00-00 it -00-00 -c5 ob Name: ROIES = Joint Lccatiajs = 1 0- 0- 0 22 0- 0- 0 2 2- 8- 0 23 2- 8- 0 3 4- 0- 0 24 4- 0- 0 4 5- 4- 0 25 5- 4- 0 5 6- 8- 0 26 6- 8- 0 6 8- 0- 0 27 8- 0- 0 7 9- 4- 0 28 9- 4- 0 8 10- 8- 0 29 10- 0- 0 9 12- 0- 0 30 10- 8- 0 10 12- 4- 0 31 12- 0- 0 11 13- 1- 0 32 12- 4- 0 12 14- 2- 0 33 14- 2- 0 13 13-10- 0 34 13-10- 0 14 1S- 6- 0 35 15- 6- 0 15 16-10- 0 36 16-10- 0 16 18- 2- 0 37 18- 2- 0 17 19- 6- 0 38 19- 6- 0 18 20-10- 0 39 20-10- 0 19 22- 2- 0 40 22- 2- 0 20 23- 6- 0 41 23- 6- 0 21 24- 0- 0 42 24- 0- 0 ,TYPICAL PLATE : 1.5-3 BLUSAR MFG ® LLC S TRUS%VAL SYSTEMS .4445 Nonbpark Dr., Colo Springs, CO 80907 4 Tp5.t0 Version T6.2.0 TC i 2x4 EFL #1 & Btr. BC 2x4 EFL #1 & Btr. (AL ELK 2x4 M S» PLATE VALLES PER IBD REsEARCH REFS' #1607. T rnAFA for 10 PSF n ori-arnc urrent. BCLL,. <It ie assumed that cne fare of this truss < is sheathed with pl CSB, wood ard < siding siding. Ix g. If rrt, < additici nal loads must be omsidered on < rim-rrrrtinrsra bear7.t1<j e8. use adequate staples c gable blacks. TYusei,..ale, bz-ac�rg lateral )- See army a detail (s) . Lateral lc�dsin ]ire with the d—cls have rot been considered unless rated otherwise. These loads and their r,- mec i cns are the zesoc isibility of the buildit-9 designer. Truss ID: P1 Qty: t 1 Plating spec : ADSI/TPI - 1995 THIS IESICN is THE C124FOS1'm RE= OF MII,TIPLE ISDAD G=- B� FG=04ENIS s n' n are based C1 on the truss material at each bearing. PLATIN' BASM CN GZEEN I11, 2 VA=. 2.8-0 ,2.8-0 ,2.80,2-80 3-6.0,2-8-02-8.0,2-8-0 2.8-0 5.4-0 8.0.0 10.8-0 14-2.0 16-10.0 19-6.0 22-2.0 13-1-010-11-0 1 rl 2 3 4 5 6 7 8 91011 123 14 151616 117 18 1920 00 -6.001 3-4 XL -I 2-0 0 . 24-0-0 2-2� 0 22 23 24 25 26 27 282930 3F2 334 U 36 .17 38 39 4042 STUB 2-8-0 280 2-8-0 2 80 36-0_ 2-8-0 2-8-0� 2.8-0 - 2-8-0 5-4-0 8-0-0 10-8-0 14.2-0 16.10-0 19.6.0 22-2.0 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "H11(16 ga.), positioned per Joint Report. Circled plates and false frame elates are positioned as shown above. C Mnis truss is designed using the LBC -97 axle. Bldg Enclosed = Yes, End Zone = No C Eiaz'icam/fin Line = No , E� jn 80.00&, Bldg Ftlidth = 5 .00ft, 1n roof height = 23.44ft, MPH = 80 CLassificatial = 4, I>ad Load = 17.0 psf 7-10-7 SHIP I1-5-3 OVER CONTINUOUS SUPPORT WARNING Read all notes on this .skeet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordvice with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigidng ma sheathing directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Tntswal, 'ANSI/TPI Y, 'wTCA 1' - Wood Trus Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1L°�I4DE C ft 0 TC L ve 16.0' psf TC Dead 10.0 pef BC Live. .0 psf t BC Dead; 7.0 pef TOTAL 33.0 pof ..OF SSIpNq\ 2� m :2769 '` A 3:06'30'03 CIVIL CFCAUF5 12/21/2000 Scale: 5/32" - 1' N1,4D y „R S , DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 , Dafl natio: L/240 TC: 1,/240 Job Name: ROIES BFG X -LOC REACT SIZEREQ'D 1 0- 1-12 1450 3.50"1.55" 2 39- 8- 4 1377 3.50" 1.50" TC FCRCE AXI, HID CSI 1-2 -2655 .11 .55 .66 2-3 -2463 .05 .30 .35 3-4 -1804 .04 .19 .23 4-5 -1559 .04 .11 .14 5-6 -1493 .04 .10 .14 6-7 -1739 .02 .29 .32 7-8 -1880 .04 .35 .39 8-9 -1917 .03 .82 .84 8-9 -23 .00 .82 .82 BC FCRCE AXL EM CSI 10-11 2350 .30 .35 .65 11-12 1958 .19 .29 .48 12-13 1958 .19 .27 .46 13-14 1582 .16 .32 .48 14-15 1708 .17 .32 .49 15-16 1708 .17 .19 .36 16-17 1561 .20 .28 .48 P,M FCRCE CSI 4,EB FCFRCE CSI 2-11 -333 .09 6-14 516 .21 3-11 470 .19 7-14 -300 .32 3-13 -552 .58 7-16 -91 .05 4-13 521 .21 8-16 224 .09 5-13 -50 .03 SLEM -2125 .13 5-14 -195 .11 MAX EEFT lYCTQ (span) ' L/999 IN MEM 10-11 (LIVE) LF -.19" D= -.21" T-- -.40" -_= Joint T -t -ions = 1 0- 0- 0 10 0- 0- 0 2 6- 8- 0 ll 8-11- 0 3 ll- 3- 0 12 16- 0- 0 4 16-9-0 13 16-9-0 - 5 21- 0- 0 14 25- 3- 0 6 25- 3- 0 15 26- 0- 0 7 30- 9- 0 16 33- 1- 0 8 35- 4- 0 17 39-10- 0 9 39-10- 0 TC 2x4 DFL #1 & Btr. 2x4 EFL SS 7-9 BC 2x4 DFL #1 & Btr. 4EB 2x4 EFL SI34g0A 2D SI,II12t 2x8 EFL #2 CBT, BLK 2x4 EFL SIAIMA1D Lumber shear allo ables are per NDS -97. Platirxj spec • ANSI/TPI - 1995 THIS LESIaI IS THE CCD'IEYSITE YES= OF MII P E LOAD CASES. EEARII,r, R[3XI1;alE17I5 sha'n are based CNLY on the truss tttatte i.al at each bearirr3. PTA'= BALD CN aEW LLME1ERi 2 VAIM. 7 taeh tcp cx=d (if sha, with 2-4 plates or 3-6 plater (2:d) at 24" o.c. and �pliad rotated, in addition to the heel p t ar, * � shim. The smarlary tCP ch=d nay be rrtched for cutlockers as needed. DO NUT N7ILH Fd-lEI2E SHaV BY (***) . Truss I D • AFC Qty ®Dotes the recluinam�t. a, for lateral hri at eadr locatron s17. Lateral bracing systems 4 ch itrlude diagarml or x-brac m are the rrspcmihiIity the building desigirs. Teus;Aal SystemGBRJ�-IT my be used for eatir xzts lateral bracing on trusses rpaced 24" cc. Altexratively, use c -gabs or T -braces as dxmn on TYustial Sysstats stan3ard detail C001003160. PUME VALIES PER ICBO RESEA[KH REEF #1607. Loaded for 10 PSF nararranxert. BCIL. D airEqe trust be provided to avoid paxlung. Gabble bloc)® are 2x 4 Q 16.0 in. o.c. MX. <It is assumed that one fare of this truss < is sheathed with P1 OSB, 000d board < si cur siding. If rrt, < additional loads mist be oasidered on < rrn-rrr't ,,n,a b�1. es. =use ad�te staples or gable bloc]cs. Cable studs may lateral bracin See Tliasaals gable l.- c deter) (s) . Lateral 1 in line with the dads have riot been considered unless noted otherwise. 1Yrse loads and their aaatectians are the responsibility of the luilding designer. 6-8-0 10-1-00 8-6-0 5-6-0 8-1-0 6-8-0 16-9-0 25-3-0 30-9-0 38-10-0 16-9-0 8-6-0 I 14-7-0 1 2 3 4 5 6 7 8 9 F6 00 5-6-0 -6,p 1 Drwg: UJUI U9'/U/Y-IL 'This desibased on chord btacitz3 applied per the fnllearxj schadrle: max o.c. from to TC 24.0" 16- 9- 0 25- 3- 0 IT= RQILTIQI(S) - stTpart 1 -159# 2 -224# This urs is designed usirg the UBC -97 Cbde. May n1=1osed = Yes, End 2cne = PIo Harrlcarre/Oceazr Line = No ,E Chte = C 80.00ft, Bldg width = 50.00ft, Meart roof height = 24.36ft, ME = 80 Classification = 4, Dead Load = 17.0 psf " 10 11 123 8-11-0 77-100 8-11-0 16-9-0 2-2t- 0 145 16 17 STUB 8-6-0 7-107-100 5-9-0 25-3-0' 33-1-0 38-10-0 SHIP M681 rr+ ftO598231/02 TYPICAL PLATE 1.5-3 „rye.- Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or f �--IrA ��+ "H"(16 ga.), positioned per Joint Report. Circled plates and false . Sf�T Z'j 7tiy• frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to.the Erecting. Contractor. TBF: :372-_# �f3 S V- ® This design is for an individail building component not trues system. It has been based on specifications provided by the component manufacturer and doneChk: in with the versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be standn Name: accordance current De LC = 10 ENDEAVOR verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 16.0 psf DurFace L=1.25 P=1.25 B LU SAR MFG design meet or exceed the load'utg imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 s f P Re Mbr Bad 1.15 P Bracing shown is for Literal support of components members only to reduce buckling length. This component. shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 psf Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 14/240 TC- T.4/240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. - . TOTAL 33.0 psf Job Name: ROIES 6-7-6 CD�}}J+j1 t CJS Truss ID: HAT1 Qty: 2 Drw Bin X -IDC RE4LT SIZE R132'D TC 2x4 DFL #1 & Btr. DFL #1 & Btr. Plat;ng spec : AMII'M - 1995 = Ds ICN IS THE Ct7`•IEUSrIE RESULT OF UF= R0=Cff(S) • M*Pcrt 1 -48# 1 2 1- 1- 1 7- 4-15 218 3.50"1.50 218 3.50" 1.50" BC 2x4 CE, BLK 2x4 EFL SD4N3*;D NE]LJ'IPLE IAD CASES• based CNLY sL pert 2 -48# 'this tniss is designed using the Da :. JF #LC = 9 � ENDEAVOR HID CSI PLATE vALi>ES PFR ICBJ FOOTCH RER1a' #1607. FLA= HASID CN CRFFN LEMEE12 VALIES. EEAIM; RIS shim am on the tntss tNerial at e= bearing. UBC -97 Code. TC I= AXL braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 psf 13144 a=lcced =Yes, End 7cne - No 1-2 -218 .00 .10 .10 H,nrtcane/Ckra11 Lug = No , EEJ� Catecgrry = C 2-3 -218 .00 .10 .10 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and 'HIB -91 r BC Dead 7.0 0 of P Length Bldg = 80.00ft, Bldg Width = 50.00ft, SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • Defl Ratio: W240 TC: L/240 Tp5 b Version T6.2.0 Mem roof height = 21.06ft, MFH = 80 BC E AXL END CSI C9assification = 4, Dead Load = 17.0 psf 4-5 165 .02 .07 .09 vlAx MR=CN (span) 1/999 IM MEM 4-5 (LIVE) LF -.02" D= -.02" Z` -.03" =--== Joint Locations =�- 1 0- 0- 0 4 0- 0- 0 2 3- 3-11 5 6- 7- 6 3 6- 7- 6 2-0-0 I0-4-3 3-3-11 3-3-11 3-3-11 t 3-3-11 F-6 00 _6 00� 3-3-11 6-7-6 0-10-13 t 6-7-6 i 0-10-13 2-1-8 SHIP I0-4-3 4 5 6-7-6 CD�}}J+j1 t CJS '' FF 0� RVILDING LIE a �= 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or • "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 16 • o 22 Ro s ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Da :. JF #LC = 9 � ENDEAVOR verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 16.0 psf DurFaes L=1.25 P=1.25 B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 psf Rep Mbr Bnd 1.15 ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cruse connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live . .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL ark DBMS 4445 Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and 'HIB -91 r BC Dead 7.0 0 of P Desi Spec UBC -97r. , � SP , SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • Defl Ratio: W240 TC: L/240 Tp5 b Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ITOTAL 33.0 psf job Name: ROIES 131 X -ICC RFACISIZE RD2' D 1 0- 1-12 1446 3.50" 1.54" 2 39- 8- 4 1315 3.50" 1.50" TC ETRCE AXL HID CSI 1-2 -2459 .09 .23 .32 2-3 -2280 .04 .18 .22 3-4 -1750 .04 .17 .20 4-5 -1510 .02 .10 .12 5-6 -1440 .02 .10 .11 6-7 -1674 .02 .18 .20 7-8 -1839 .02 .18 .20 8-9 75 .00 .13 .13 BC EUKE AXL 1Z CSI 10-11 2136 .21 .23 .44 11-12 1856 .18 .23 .41 12-13 1856 .18 .29 .47 13-14 1528 .15 .29 .44 14-15 1528 .15 .29 .45 15-16 1610 .16 .29 .45 16-17 1513 .15 .22 •37 VM FORCE CSI F&B FCFCE 2-11 -254 .08 6-15 483 3-11 353 .14 7-15 -244 3-13 -495 .55 7-16 76 4-13 509 .21 8-16 211 5-13 43 .03 8-17 -1914 5-15 -199 .12 9-17 -103 WX rEn CTTC1Q (span) • 1,1999 IN ME14 13-14 (LIVE) D= -.12" T= -.23" --= icanrt. Ta tiariS -- 1 0- 0- 0 10 0- 0- 0 2 6- 8- 0 31 8-11- 0 3 11- 3- 0 12 16- 0- 0 4 16- 9- 0 13 16- 9- 0 5 21- 0- 0 14 23- 0- 0 6 25- 3- 0 15 25- 3- 0 7 10- 9- 0 16 33- 1- 0 8 35- 4- 0 17 39-10- 0 9 39-10- 0 CSI .20 .27 .03 .09 .96 .02 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Nortbpnrk Dr.. Colo Springs, CO 80907 TpS.16 Version T6.2.0 DC 2x4 I&L #1 & 13tr. V B 2x4 DFL STAbMAM plating spec 'II -ILS ] SIIN IS THE (II"Trwrm JET OF MIIHTPLE LOAD CABS. EEARII4; SIS shorn are based CKX on the truss material at sada bearing. o 7 mast be provided avoid Truss ID•• AC Qty: .8 Drw : LUUUs3013 1-vy1- Dffrt�- the for lateral bracing LJZ= REAMCN(S) • 1 -347# ®at location . Lateral system odzidi irrlude or x -bracing appart 2 -292# Ilzis truss is designed using the are tl� ihi 1 i ty �1d yJ d�igtrs. Rw�al 5ystete BRACE -IT may be LBC -97 Ctde. a7d3,�1� =Yes, 7aie = No used far C01rt rvats lateral �acit'i3 on trusses � 24" oc. Alternatively, use T -braces as shat on o , anric��e/�e�t Line = No Edi' Category = C 80.0024, Bldg Width = SO.00ft, MPH = 80 scabs cr Systets standard details. Iaacled for 10 PSF n--cn7atYYP It Ba I IZ zmf 1rig1>t = 24.36ft, Classificatiarn = 4, Dead Lcad = 17.0 psf PLATIN BkcE1D IN C12EEN UMBER VAUES. Ds JF #LC 10 6-8-0 1O-1_�0 8-6-0 5-6-0 9-1-0 6-8-0 16-9-0 25-3-0 30-9-0 39-10-0 16-9-0- -ki 4-7-0 g 9 1 2 3 t4 5 6 F600 -6.001 I 9-8-7 SHIP -5- 21:Q39-10-0 2 2- _ 0 10 11 123 14 15 16 17 STUB 8-11_=0 7-10=0 8-6-0 7-10-0 6-9-0 I ,. A ic_z_n 33-1-0 39-10-0 �j 001, KjTTF_ Truswal Systems P Tates are 20 ga. unless shown by "18"(18 ga.) or Joint Report. Circled plates and false A� s��"�lia� f IN- f�./ "H"(16 ga.), positioned per frame plates are positioned as shown above. of it to the Erecting Contractor. , .o # �` O: VIES WARNING Rend all notes on this sheet and give a copy WARNINGby the component manufacturer and done Customer name: This design is for an individual building component not truss system. It has been based on specifications provided in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional. accuracy. Dimensions are to be ascertan that the ds utilized on this Ds JF #LC 10 ENDEAVOR verified by the component manufacturer and/or building designer prior to fabrication. The building designer must local building code and the paticular application. The design assumes that the to chord is lateral) Live 16.0 psf DurFaes L=1.25 P=1.25 design meet or exceed the loading imposed by the braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. length. This component shall not be placed in any environment that TC Dead 10.0 psf Rep bdbr Bnd 1.15 Bracing shown is for lateral support of components members only to reduce buckling 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live 0 psf O. C. Spacing 2-0- 0 will cause the moisture content of the wood to exceed accordance with the following standards: 'JOINT DETAILS', by Tntswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design CONNECTED WOOD TRUSSES' - (HIB -91) 'HIB -91 BC Dead; 7.0 psf Design Spep UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE er by TPI. Toe Truss Plate institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest antl TOTAL 3� Defl Ratio: L/240 TC: I/240 SUMMARY SHEET' Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. job Name: ROTES WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �1 �'`:_`- This design is for an individual building component not truss system. It Ins been based on specifications provided by the component manufacm er and done hn accordance with the current versions of TPI : id AFPA design standards. No responsibility is assumed for dimensional. Dimensr s are tgb�e verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utif n'd_ on diu design meet or exceed the loading imposed by the local building code and the paticulnr application. The design assumes that the top chord is laterally Truss ID: HAT Qty: 25 Drw : C0003 5 6151 -018 Btu X -LOC REACT SIZE R02 -D TC 2x4 DFL #1 & Btr. Platirig sly : AISI/I'PI - 1995 TIAs IFSICN IS THE G�rIE RES[II,T tom' UPLIFT FEXTICN(S) t 1 1- 1- 1 218 3.50 1.50" 2 7- 4-15 218 3.50" 1.50" BC 2x4 DFL #1 & Btr. PLA E VALLES PER Its RESFAId�I REE»ZI #1607. M]LOZPLE LOAD CASES• lased QTLY 2 -488## This is designed using the BC Live .0 psf PICI;Y-BACK CaT=W (V=CAL LCADS Cllf 1) use 4X2 oahtir=us lateral bracing @ 24" BEARII� SIS shoo n are cn the truss ttat�ial at each bearing. UEtC-97 Qxle. TC FCR AXL HID GSI 1-2 -218 .00 .10 .10 O.C. unless noted etlnerwise on base truss, PLATRU BASED IN GZEEN LII43ER VALI&S. Bldg Enclosed = Yes, End Zane = No I-L¢zi'cane/Q=eal Lune = No ' F� Category = C 2-3 -218 .00 .10 .10 attadted w/tvo(2)i0d nails alar3 d -,e flat TC of tine train truss. Attadh BC of Bldg Iepth 80.00ft, Bldg Fhdth = 50.00ft, BC PUKE AXL END CSI section c2p to each brace w/rne(1) 16d, tcaaile3 Tp5.0 Version T6.2.0 I�r roof height = 21.06ft, MPH = 80 Classification = 4, Dad Ind = 17.0 psf 4-5 165 .02 .07 .09 from each face (b o(2) total). Liable stzads nay lateral brad t r See Tis �le bracing det,, I W . MAX DEFLE]CnCcI (span) L/999 IN MFM 4-5 (LIVE) Lateral 1 In line with the ciorck have L -.02" D= -.02" T= -.03" not bean considered unless noted otherwise. These loads and their co nhectirns are the Joint Tantirns = responsahhlity of the Wilding designer. 1 0- 0- 0 4 0- 0- 0 2 3- 3-11 5 6- 7- 6 3 6- 7- 6 2-0-0 I0-4-3 3-3-11 3-3-11 3-3-11 6-7-6 3-3-11 i 3-3-11 .12 3 3-4 F 6.00 .5-4 t2.1-8�cQP ESSrpNg4� SHIP yQ DA%, j0-4-3 9 I I np: 30 03 IViL 0-10-13 i 6-7-6 i 0-10-13 C CAS �ED��P 8-5-0 4 5 6-7-6 6-7-6 1/2000 Truswal Systems Plates are 20 ga. unless shown by "18" (18 ga.) or 1�1 cele: 19/32" = 1' Z"H"(16 ga.), positioned per Joint Report. Circled plates and false; 3 ;# — nlates are positioned as shown above. -•� �- '^-1 - r ' '' ® LU SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �1 �'`:_`- This design is for an individual building component not truss system. It Ins been based on specifications provided by the component manufacm er and done hn accordance with the current versions of TPI : id AFPA design standards. No responsibility is assumed for dimensional. Dimensr s are tgb�e verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utif n'd_ on diu design meet or exceed the loading imposed by the local building code and the paticulnr application. The design assumes that the top chord is laterally TBF'- 13 jwt) l9V 4 �l JF #� = 9 HHo I WO: ROI> s Customer Name : ENDEAVOR TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bonom chord is Lucrilly braced by a rigid she:uhing material directly :ntached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 psf Rep Mbr End 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 'I'ItuSWAL SY51'BMS aecordance with the following standards: 'JOINT DETAILS', by Trrswal, 'ANSI/'ITI 1', 'W I'(:A I' - Wood Truss Council of America Standard Design 'MIB ; BC Dead!. 7.0 psf Design Spec UBC -97 4445 Northpark Br., Colo Springs, COW Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. TI)e Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 33.0 Defl Ratio: 14/240 TC:* L/240 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. ITOTAL psf Job Name: ROTES Truss ID: F1 Qty: 1 Drw 14 15 16 17 18 19 20 21 22 23 24 25 STUB TC 2x4 rFL #1 & Btr. Plating spec : ANSI/TPI - 1995 M11B truss is designed using the 3-6-0 �, 2-0-0 4-ao bac 8.0-0 10-0-0 12-0-0 14-0-0 160.0 BC 2x4 EFL #1 & Btr. = IE icN IS mE amPoSrm RESCILT OF M.uaPLE LOAD CASES. iw-97 axb. Bldg Enclosed = Yes, End 7nne = No or OVER CONTINUOUS SUPPORT Joint Loations Joint Report. Circled tai, BLK 2x4 EFL STANEPM PLATE VAISES PFR IC30 RESEARCH REIN #1607. BEAR M RE�U]RII�'1E1V13 sho n are based (NL;Y bearing. F =Ca=ne/O�i Lime = No , � Category = C Bldg I�h 80.00ft, Bldg Width = 50.00ft, =- 1 0- 0- 0 14 0- 0- 0 Loaded for 10 FSF rrn-munz�tt BC11 is that one face of this truss on the truss tttate;al at eadn PLATIN BASED CN G2E N U24EER VALLEB. Manz roofific 1'tian = 22 ME = 80 2 4- 0- 0 15 4- 0- 0 <it assumed < is El—t he with pal CSB, wood board FYtd verticals designed fon axial loads only. ad L Classification = 4, Dead Load = 17.0 psf 3 6- 0- 0 16 6- 0- 0 < sidirrJ on siding. If not, f]nd verticals that are extarle3 above or 4 8- 0- 0 17 8- 0- 0 < additianal loads trust be cnnsid3rocl on below the truss profile (if arty) nay ragu Xe 5 5 10- 0- 0 18 10- 0- 0 < r�-em s q�b1 es. additional design considexatirn (1N others) 12- 0- 0 19 12- 0- 0 �y ruse 0- stiles %on gable bleclo-S. for lateral forces due to wird or seismic 7 8 14- 0- 0 16- 0- 0 20 21 14- 0- 0 16- 0- 0 -e C;abl.e studs' lateral �• See loads on the l,,;ldirg. gable bracing detail(s). 9 16- 9- 0 22 17- 6- 0 Lateral 1 in line ^lam the finis have 10 17- 6- 0 23 19- 6- 0 not been eansid red unless acted otherwise. 11 12 19- 6- 0 21- 6- 0 6- 24 25 21- 6- 0 23- 6- 0 Tnese loads and their connections. are the 13 23- 0 regxrisrbil>_ty of the building designer. TYPICAL PLATE : 1.5-3 4-6-2 3- =0-3-14 4-0-0 �, 22-0.0 2.0-0 �, 2-0-0 �. 2.0.0 �, 2.0-0 , 2-0-0 3-60 �, 2.0.0 4-0-0 60.0 8.0-0 10-0-0 12.0-0 14.0.0 160-0 19-6-0 21-6-0 16-9-0 i 6-3-0 1 2 3 4 5 6 7 8 9 10 11 1213 F 3.00 -3.00, T 4-6-2 2-11-6 SHIP 1 2.5-4 12/21/2000 Scale: 7/32" = 1' ® TH wtt;��tr.. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not miss system. It has been based on specifications provided by the component manufacturer and done C111c! -% - �fF!r r Natrtht accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be iLUSAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized otr}�-this ' sgn>xt'BF.., S OR design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is latet311y, !, TC L' 6.0 Face L=1.25 P=1.25 ® braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment t& D 0 pef Rep Mbr Bpd 1.15 LLC will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in jl� BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design i 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead! 7.0 psf Design Spey UBC -97 SUMMARY SHEET' by TPI. Toe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and . Dafl Ratio: L/240 IC: L/240 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL, 33.0 psf 10-6-0 14 15 16 17 18 19 20 21 22 23 24 25 STUB 4-0-0 �. 2.0.0 �, 22-0-0, 2.0-0 �. 2-0-0 2-0-0 , 2-0.0 3-6-0 �, 2-0-0 4-ao bac 8.0-0 10-0-0 12-0-0 14-0-0 160.0 19-60 21-60 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame mates are positioned as shown above. 12/21/2000 Scale: 7/32" = 1' ® TH wtt;��tr.. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not miss system. It has been based on specifications provided by the component manufacturer and done C111c! -% - �fF!r r Natrtht accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be iLUSAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized otr}�-this ' sgn>xt'BF.., S OR design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is latet311y, !, TC L' 6.0 Face L=1.25 P=1.25 ® braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment t& D 0 pef Rep Mbr Bpd 1.15 LLC will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in jl� BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design i 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead! 7.0 psf Design Spey UBC -97 SUMMARY SHEET' by TPI. Toe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and . Dafl Ratio: L/240 IC: L/240 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL, 33.0 psf lob Name: ROUES EFr. X-LLIr REp= SITE REI�'D 1 0- 1-12 1743'50" 1.50" 2 8- 8-12 1950 550" 2.08" 3 39- 8- 4 885 350" 3.50" 'IC: ra-KE AXL EM CSI 1-2 1011 .12 .32 .44 2-3 1127 .13 .32 .45 3-4 -581 .00 .17 .17 4-5-460 .00 .12 .12 5-6 -1348 .01 .12 .13 6-7 -1573 .02 .13 .15 7-8 -2101 .03 .14 .17 8-9 89 .00 .20 .20 BC FCRCE AXL IRM CSI 10-11 -866 .03 .21 .24 11-12 -341 .00 .34 .34 12-13 933 .09 .34 .43 13-14 1789 .33 .17 .50 14-15 1908 .63 .17 .80 W,M FCRCE CSI WEB FCFICE CSI 2-11 -319 .10 6-13 454 .18 3-11 -1623 .78 7-13 -390 .19 3-12 937 .38 7-14 176 .07 4-12 103 .04 8-14 158 .05 5-12 -806 .81 8-15 -2184 .97 5-13 642 .26 9-15 -124 .03 CEF9 : CN (span)13 VAX I+1�I� LF -.12" D= -.13" T= -.25" Joint Locations ===== 1 0- 0- 0 9 39-10- 0 2 6- 6- 0 10 0- 0- 0 3 11- 4- 0 11 8-11- 8 4 16- 9- 0 12 16- 9- 0 5 21- 0- 0 13 25- 3- 0 6 25- 3- 0 14 33- 3- 0 7 29-10-12 15 39-10- 0 8 34- 6- 0 � .SA i-1 R3-4 2x4 rFL #1 k Btr. BC 2x4 EFL #1 & Btr. WEB 2x4 I&I.a 9TAt04M Platirrg nc • PMI/TPI - 1995 M -as IESIW IS THE avpiSrIE RESUZ OF n,LTIPLE LOAD CASES. SEARIIN�; shown are based ONLY on the truss material al at each bearing. Ff A'TF VALLFS FfR ICED I2 RE11� #1607 Lcxation of interior bearings sl-iozld be clearly marked on each truss. Drainage trust be provided to avoid paziir-S. Truss ID: B 1 QtY ®Denotes tl>✓ reg r=ayerit for lateral bracing at ' li� irrluch diasa or Lateral �rxJ are the respa'tsibility o the Wilding desicyrr. 'Rus..al system MAM-IT nuy be used for cottiritous lateral bracing a7 messes spaced 24" o=. Altertatively, use seals or T -braces as shoon on Trus.al System shard details. _ Interior t or teriparary sltm-V trust be in place before erecting this truss. PLAZR BASED tN allN UYEER VAII&S. 6.6.0 10-310-3=0 8-6-0 9-3-0 5-4-0 6-6-0 16-9-0 25-3-0 34-6-0 39-10-0 r- Y-9 9 0 -14 8-6 50 7 8 9 1 2 3 6 06 -6.001 T 5-6 3-4 SEE DETAIL 3-8 8-8-11 2.5-4 4-0-1144 0-14 2 - 3- - 3-4 3.8 1 x 15-7 0-4-3 ✓✓✓✓"``66 1.5 3 w` 8-8-12 3.00 3.Oo 0-3,8 4 ll ti i 14-3-4 24 WA 16-3-8 10-11 H_ I t3 � based on d=d }racing q7Alie3 ttwc o.c. fran to FLIFT 1g 120.011 iCIZCN(S) 31- 6- 0 39- 6- 8 L7 2 -428# This3 -203# is designed using the LW -97 Ccxle. Bldg Elrlosed = Yes, End 7rne = No Fjrrjca a/Ooaan Line = No ,di Category = C Blckj �h 80.0oft, BldgEWidth = 50.00ft, Mean roof height = 24.36ft, MPH = 80 Classification = 4, Dead LcE+d = 17.0 psf SHIP 2-2t 0 - • 10 11 12 13 14 15 STUB 8-11s 7-9-� s -6s -v 8 -u -u 6-7-0 . 8-11-8 16-9-0 25-3-0 33-3-0 39-10-0 Truswal Systems.Plates are 20 ga. unless.shown by 1118"(18 ga.) or OVER 3 SUPPORTS H"(16 ga.), positioned per Joint Report. Circled plates and false foam. r+lates are positioned as shown above ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not miss system. It has been based on specifications provided by the component matwfacmr-rn in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions verified by the component manufacturer and/or building (resigner prior ba fabrication. The building designer must ascertain dn:at the loads utilized on this B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticuLar applicration. The design assumes that the top chord is Luer ® LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise no Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be pLaced in any environment that cause connector plate corrosion. Fabricate, handle, install and brace this truss in will cause the moisture content of the wood to exceed 1990 and/or TRUSAVA1. S)'SITM.,; accordmce with the following standards: 'JOINT DF.TAII S', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design JJ.aS N.�nlyn�rk Ino., r,d.• Spring.<. ('(a 10907Responsibilhios, 'IIANDLINU INSTAI.I.INU AND 11RA(9N6 ME I'AI. N AT1'i CONNE(70) WOOD TRIISSI?S' - (11111-91) :rad '11111-91 SUMMARY S11L:BT' by'rP1. 'llne Truss Plate Institute ('1'I'I) is located at 583 D'Unofrio Drive, Madison, Wiscunsin 53719. 'I'lao American Forest :rad Tp5u.0 Version T6.2.0 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. j `LC 12 WrCa poi 16 tojs f TC sad 510.0 psf BC Live. .0 psf BC Dead` 7.0 psf TOTAL 33.0 psf 12/21/2000 Scale: 3/32" = 1' ¢le : acs L=1.25 P=1.25 Rep Mor Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: La/240 TC: Lt/240 Job Name: ROI ES ARL EM X -LCC REACT SIE, PEQ.D 1 0- 1-12 -129 -3150," 1650;; 2 8- 8-12 4203 5V50' {2*241*4 3 39- 8- 4 1820 3*50� 3t WEB FC R::E CSI ME FCRCE 2-11 -366 TC FCRCE AM EIND GSI .39 1-2 2234 .14 .23 .37 7-14 326 2-3 2506 .16 .35 .51 5-12 -1581 3-4 -1469 .00 .35 .35 .26 4-5 -1107 .00 .17 .17 12-13 5-6 -2863 .02 .12 .13 1 0- 0- 0 6-7 -3334 .02 .14 .17 10 7-8 -4356 .04 .16 .19 8-11- 8 8-9 157 .00 .23 .23 5 21- 0- 0 K ka{ cE ARL EM CSI 10-11 -1952 .03 .15 .18 11-12 -558 .00 .28 .28 12-13 2041 .08 .28 .36 13-14 3736 .24 .17 .41 14-15 3948 .25 .10 .35 WEB FC R::E CSI ME FCRCE 2-11 -366 .03 6-13 987 3-11 -3921 .39 7-13 -766 3-12 1956 .40 7-14 326 4-12 -109 .02 8-14 161 5-12 -1581 .22 8-15 -4519 5-13 1278 .26 9-15 -249 MAX EEFL MCN (span) • L/999 IN VEM 12-13 (LIVE) L -.12" D= -.13" T= -.25" Joint. T -tions =_= 1 0- 0- 0 9 39-10- 0 2 6- 6- 0 10 0- 0- 0 3 11- 4- 0 11 8-11- 8 4 16- 9- 0 12 16- 9- 0 5 21- 0- 0 13 25- 3- 0 6 25- 3- 0 14 33- 3- 0 7 29-10-12 15 39-10- 0 8 34- 6- 0 4.6-4 M 93-4 CSI .20 .06 .07 .03 .43 .01 Truss ID: B I G Q .2 Drw : GVUU35 b» I -vw8 2x4 EFL #1 & Btr. P]atirs3 spec : ANSI/VK - 1995 Tris des i based on d rnd bre applied TC THLS D IIN IS II]E QTQi5r1E RESCII.T OF p., the f�illouug sdtaciLle: BC 2x4 IFL #1 & Btr. -US EESiPLE is CASES. tttivc o.c. frrm to tlm 2x4 M SIT S are based QaY BC 120.0" 31- 6- 0 39- 6- 8 PLATE VALLES PER ICSO RT�ARCi-I R'EE= #1607. BEPR� material at each efcaassification IT= REACTIIN(S) Leaded fc>r 10 PSF ncn-c tt BQI,. 1 -791# Interior support or tetpoa>y sh= g mast Lczatirn n +.ed on each taus strzzld 2 -931# be in place before m-iCtirg this truss. clearly marked . each truss. Drairv�rtustheprovided toavoid payhM. ++++++++++++++++++++++sutmwi -403# to Dail patten sho+,az is f� ELF loads rnly.us truss is designed using the ��/ Sae HIB -91and03toaitiatecl loads MSI be distriYuted toC-97 Com. tc�� FYnlosed =Yes, aid Za = I3c AptS �I 1-1995; 10.3.4.5 aryl 10.3.4.6.1 P1Yu11Y•�-plY "� ��-y�te/� Line =Ido Dq� = C PLATIM BASED IN �Q LLMEER NAILS • use rn nails min. into the carryi 80.00ft, Bld3 4Tidth = SO.00ft, 2 -PLY! Nail w/lOd QS MN, staggered (DM -97 Ftrc nrne tl 2 ply, acli rail cluster fonai roof height = 24.36ft, MFfi = 80 Sect. 12) in: TC- 2/ft BC- 2/ft 1,ERS- 2/ft additiona ply(S arr�/o tl-s(iby o �)� = 4, Lead ICl = 17.0 psf use any other apprwad---LCAD CASE #1 DESICN LCAL-S ---------------- U, r Dir L.P1f L.In1x ILfIL c R. R.I TIC Vet 52.0 0- 0- 0 52.0 8-11- 8 .62 771---QO kj a goo V RC Vert 196.0 8-11- 8 156.0 16-11- 8 .56 TC Vert 104.0 16-31- 8 104.0 39-10- 0 .62 BC Vert 14.0 0- 0- 0 14.0 8-11- 8 .00 BC Vert 28.0 8-11- 8 28.0 39-10- 0 .00 6-6-0 1010-3_0 8-6-0 9-3-0 5-4-0 j 6-6-0 16-9-0 25-3-0 34-6-0 39-10-0 14-7-0 2-'LYS 1 2 3 4 5 6 7 x 9 >' SEE uETR(L I _x 9-8-7 .5-a TO -11 3 8-8-12 3.00 -3.00 0 -fix x 11 x i 1 a -3-x 16-3-8 39-10-0 I -( 2-2-0 10 11 12 13 14 15 STUB x -11_x ,, 7-9-H x-6-0 8-0-0 ,, 6-7-0 8-11-8 16-9-0 25-3-0 33-3-0 39-10-0 SHIP ruswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 3 SUPPORTS TH"(16 ga.), positioned per Joint Report. Circled plates and false ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG verified by the component manufacturer and/orbuilding designer prior to fabrication. The building designer d must sascertain umeS tat t the loads utilized on this design meet or exceed the loading imposed by the local building code and the palicuLnr application. The design assumes that the cop chord is Literally ® LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed hn any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, htstall and brace this truss in TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Nordrpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1110-91) and 1HI13-91 SUMMARY SIIEET' by TPI. The Truss Kite Institute crPo is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.11 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 2(X)36. TBF:116.7 WT:189 # Com: _ .. c TC 4'l�aV-;V P -r Ve 0.0 f Lile0 .0 Dead 7.0 psf TOTAL 33.0 psf 12/21/2000 Scale: 3/32" = 1' D -Fa s L=`25 P=1.25 I,Ree Mb Bnd 1.00 O.C.Spacing 2- 0- 0 Design Speq UBC -97 Deft Ratio: L,1240 TC: 14/240 job Name: ROIES IDS X -LOC' REA= <SITE F22 -D 1 0- 1-12 428 3.50" 1.50" 2 8- 9-12 296 3.50" 1.50" TC FC1X£ AXL RZ CSI 1-2 -228 .00 .36 .36 2-3 -81 .00 .36 .36 BC FORCE AXL EM CSI 4-5 150 .01 .24 .25 4M FCFd'>; CSI 1AEB FLi2C£ CSI 2-5 -350 .10 3-5 85 .03 MX DuIF):I w (span) L/999 IN MFM 4-5 (LSVE) LF -.10" D= -.11" T= -.20" Joint Locatims �== 1 0- 0- 0 4 0- 0- 0 7- 2- 0 5 8-11- 8 3 8-11- 8 BC ! 2x4 LFL #1 & Btr. VEB 2x4 DFL S]PNDPM PLATE VAUM EPR ICBG RFSEAI IEP= #1607. Loaded for 10 PSF nort-ozriourrent >a,- axi verticals designed for axial loads osrly. End verticals that are exGsr]ed abo -e or below the truss profile (if any) tray require additiaral desigli crnsideration (by others) for lateral forces doe to wind or seismic loads on, the building. Truss I D • M2 Qty: Plating spec : AiSI/`I'PI - 1995 '1h-lIS DESIIN IS THE 0211 SrIE TE= OF 111 =13 Lao C>vS1ES. BaRnz Ra_73DIF3`' M dnvm are Lased ONLY on the truss material at each bearing. PLA= BASED CN GEEK UPIBI R %9 L=. This truss is designed using the UBC -97 Code. Bldg ai--lcsed = Yes, End Zcne = No Hanzcane/ocs m Lisle = No ,Category = C Bld�t ] L80.00ft, Skid Width = 50.00ft, Mean roof height = 22.25ft, Mlii = 80 c-1 ificatiat. = 4, Dead Lcad = 17.0 psf 7-2-0 1-9-8 7-2-0 8-11-8 2 3 F-6.00 2-0-0 x -11-x 4 5 : x_11x-11=x x -11-x Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false f me later are ositioned-as shown above. 4-9-15 3 C UPLIFT Ezu=IN(S) : Hmlz2qmL iE0kCITCN(S) saVrrt 2 21.3# k.Q '�•1 0'i 69 � 9 * 6-3003 �r IVIL �\p Or" CA1 ING. .. A 0 V '--I2f2,1/2000 �• Scale: 9/32" - 1' ® B L U SAR MFG ra WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 22. o WT: 3s # q�: Dagnr: JF #LC 10 ROLES Customer Name: Cu ENDEAVOR TC Live 16.0 paf DurFacs L=1.25 P=1.25 LLC braced by the roof or floor sheathing and the bottom chord is lntenally braced by a rigid sheathing nnaterial directly attached, unless otherwise noted. only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 sf P Re Mbr Bnd 1.15 P ® Bracing shown is for lateral support of components members will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf O.C. Spacing 2- 0- 0 'I'RII XWN- SYSI'IiMs accordance with the following standards: '101N'f DETAILS', by'I'rusw:d, 'ANSI/'1'PI 1', 'W'I'CA F - Wood Truss Council of America Standard Design 'HIB i BC Dead : 7 . 0 paf Design Spee UBC -97 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 Iy/240 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and . TOTAL 33.0 paf Def1 Ratio: Lt/240 TC: Tp5.t0 Version T6.2.0 Paper Assoccuion (AFPA) is located at 1111 19111 Street, NW, Ste 800, Washington, DC 20036. 1 Job,Name: ROIES EM X -LOC R=' SIZE, REIZ)' D 1 0- 1-12 -368 3.,50",1.50" 2 8- 8-12 4922 5:50"' 2.62" 3 41-10- 4 1855 3.'50",' 1.50" TC FLF3'E AXL END -CSI 1-2 3238 .20 .25 .45 2-3 3515 .22 .34 .57 3-4 -1117 .00 .34 .35 4-5 -790 .00 .17 .17 5-6 -2872 .02 .12 .14 6-7 -3344 .02 .14 .17 7-8 -5312 .05 .17 .22 8-9 -5751 .14 .33 .47 BC FCRCE AXL RU CSI 10-11 -2845 .06 .19 .26 11-12 -1253 .00 .29 .29 12-13 1844 .07 .29 .36 13-14 4141 .26 .21 .47 14-15 5162 .32 .18 .50 MS FCIiCE CSI V B FCRCB CSI 2-11 -384 .03 5-13 1559 .32 3-11 -4497 .45 6-13 992 .20 3-12 2389 .49 7-13 -1175 .09 4-12 -266 .03 7-14 1058 .22 5-12 -1817 .25 8-14 -515 .03 ixAx EEF=.ICN (span) • 1,/999 IN MFM 13-14 (LIVE) L= -.17" D= -.18" T= -.35" - Joint Locations = 1 0- 0- 0 9 42- 0- 0 2 6- 6- 0 10 0- 0- 0 3 11- 4- 0 31 8-11- 8 4 16- 9- 0 12 16- 9- 0 5 21- 0- 0 13 25- 3- 0 6 25- 3- 0 14 33- 3- 0 7 29-10-12 15 42- 0- 0 8 34- 6- 0 TRlU SWAL ® SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 Tp5.0 Version T6.2.0 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. P>EB 2x4 DFL S)PI� RATE VALL S PFR ICED RES9*KH PZ:(I ' #1607. Loac� for 10 PSF rm-omaurzezt BQU . Interior st ppc>xt or terrporary shoring must be in place before erectius3 this truss. Drainage must be provided, to avoid p:ndi.txl. peon ne tt bracing is (by others) to ppreve1t rota ntcr-ppSee HIB -91 and ANSI/M 1-19 10.34. and 10.3.4.6. PLATIIG BASED CN GREEN LU IBER VALUES. 2 -PLY! �.N12) in: TC- 2/ft BC- ft MBS- 2/ft Positive anchorage required to resist /25S # uplift reaction from truss to foundation (by others), otherwise, truss must be redesigned with no support at a l Truss 1 D: BG Qty: p1a • ANSVIPI - 1995 �g yS ME CCIvIPOSrM RESULT OF MJLT]PLE LOAD CASE'S. BFARII9; RET2(JIREMED7PS shoat are based CNLY on the truss material at each be:r - Location of interior bearings should be clearly marked on each truss. + + + + + + + + + + + + + + + + + + + + + + Nail pattern shoal is for PLF lads only. Oorloeztrated loads MbT be distributed to eachly 1 y. Cn milti-ply with use 3'1 rt�' . min. into the �rr}�rx� • For more than 2 ply, ad3 nail cluster from additional ply(s) and/or bolts if shoat, or use any other approved detail (by others). 6-6-0 1010-30 1 8-6-0 9-3-0 7-6-0 6-6-0 16-9-0 25-3-0 34-6-0 42-0-0 8-6-0 16-9-0 2-PLYS 1" 2 3 4 5 6 7 8 9 REQUIRED 6 00 -5.00, 2 8-11-8 10-1-n 2; �-Q 16-3-8 42-0-0 10 11 12 13 14 88-11_8 7-9-8 8-6-0 8-0-0 8-11-8 16-9-0 25-3-0 33-3-0 '1'ruswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false f hates are ositioned as shown above. UP= RFPLTIIN(S) : support 1 -3258# support 2 -1090# 3 -410# Jhis sus is designed using the LBC -97 Oxb. Bldg Enclosed = Yes, End Za-le = Nb Fb E� C t�rY = C HurHcam/Oce- Line = , - 80.00ft, Bldg dtrt = S .00ft, Bldg Iain rmf heic�tt = 24.36ft, nN = 80 (flassificatirn = 4, Dead Load = 17.0 psf LOAD CASE #1 DESIGN LOPES ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/IL 7C Vert 52.0 0- 0- 0 52.0 8-L1- 8 .62 TC Vert 196.0 8-11- 8 156.0 16-11- 8 .56 TC Vest 104.0 16-11- 8 104.0 42- 0- 0 .62 13C Vert 14.0 0- 0- 0 14.0 8-11- 8 BC Vert 28.0 8-11- 8 28.0 42- 0- 0 .00 .00 I 9-8-7 SHIP o -a 15 8-9-0 42-0-0 OVER 3 SQ3 ;./ �r1.+� 4" : s x rameTBF�- 14.7 - - WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. � • This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds JF #LC = 12 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Snr design meet or exceed the loading imposed by the local building code and die paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf braced by the roof or Floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live 0 psf n accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', ' WTCA P - Wood Truss Council of America Standard Design BC Dead i 7.0 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and, ThTAL 33.0 psf Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800_ Washington, DC 20036. W07 ROIES Customer Name: ENDEAVOR DurFacs L=1.25 P=1. Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Daft Ratio: 040 TC: L/ job Name: ROIES EM X -LCC rsALT 'SIZE RD2'D 1 0- 1-12 59 1.50" 2 8- 8-12 2294 5.50" 2.45" 3 41- 9- 4 909 5.5 1.50" TC FLRCE AM )31D C5I 1-2 1495 .18 CSI 2-11 -328 2-3 1612 .19 .34 .53 .91 3-4 -409 .00 .16 .17 7-13 -582 4-5 -306 .00 .12 .12 .21 5-6 -1347 .01 .12 .13 r ,,X [gLFX.TTCN (spars) ' 6-7 -1572 .02 .13 .15 7-8 -2536 .06 .14 .20 1 0- 0- 0 8-9 -2753 .06 .39 .45 10 BC FCRCE AXL HID GSI 10-11 -1296 .06 .25 .31 11-12 -676 .00 .34 .34 12-13 834 .08 .34 .42 13-14 1972 .18 .26 .44 14-15 2466 .31 .19 .50 VEB FORCE CSI 4m FCRZE CSI 2-11 -328 .10 5-13 773 .31 3-11 -1898 .91 6-33 454 .18 3-12 1144 .46 7-13 -582 .28 4-12 -91 .07 7-14 511 .21 5-12 -916 .92 8-14 -250 .07 r ,,X [gLFX.TTCN (spars) ' L/999 IN MEM 13-14 (LIVE) LF -.16" D= -.17" T= -.34" Joint Lrxations ===== 1 0- 0- 0 9 42- 0- 0 2 6- 6- 0 10 0- 0- 0 3 11- 4- 0 11 8-11- 8 4 16- 9- 0 12 16- 9- 0 5 •21- 0- 0 13 25- 3- 0 6 25- 3- 0 14 33- 3- 0 7 29-10-12 15 42- 0- 0 8 34- 6- 0 TIC 2x4 LFL #1 & Btr. BC 2x4 LFL #1 & Btr. �Fg 2x4 IBI., S'� Plating spec • ANSI/I'PI - 1995 THIS =ICN IS THE 031:CSrIE RESULT OF EsvZE\1G SIS shorn are based CNLY rn the truss material at each bearing. w aIE VAU3S F> R IC90 1E� MaU #1607 Looatirn of interior bearings should be clearly marjctti cn earh truss Drainage trust be proAde3 to avoid pa ling. Truss ID: B Qty: 2 Drwg: LUVV.3S013 1-vV0 ® Metes the re3aireTerit for lateral bracing at each locationsha az. �cL�telral bracing e arstem ibilityde the %ouch of slits kuildirz3 designfers. Truswal System B�rgTr may be used cat -i n u us latera bracing an trusses slam 24" or. Alternatively, use scabs or T -braces as sham on Truswal system standard details. IcaA,A for 10 PSF nrn-mraffrent Bal • Interior support or tetp=ary shcririg tet be in place before erect . -9 this truss. FIATRz, BASED cN G; EN ISTER VALLES. 6-6-0 1010-30 8-6-0 9-3-0 7-6-0 6-6-0 16-9-0 25-3-0 34-6-0 42-0-0 8-6-0 16-9-0 l 1 2 3 4 5 �6 7 8 9 6 00 -6.001 11 I '- -j 16-3-8 Ill ll 12 l3 8-11-8 7-9-8 8-6-0 8-0-0 8-11-8 16-9-0 25-3-0 33-3-0 14 15 8-9-0 42-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false fr=me plates are uositioned as shown ab--,- UPLM IN(5 auppc t 1 442# support 2 -466# aq*crt 3 -210# T -as truss is designed using the LBC -97 Oxle. Bldg Enclosed = Yes, E rl Zc ne = No Hi2rlcarle/Ooesin. Line = No , DV Cathy = C Bldg80.00ft, Bldg width = 50.00ft, Mean Tight = 24.36ft, MPA = 80 Classification = 4, Dead Lcad = 17.0 psf I 9-8-7 SHIP o -a U- 0OVER 3SUPPORTS JSi�.Y-A 1' ��' . e r WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and ARIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L U SAR MFG verified by the component manufacturer :rad/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. braced by the roof or floor sheathing and the bottom ®LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI I', 'WTCA I' - Wood Truss Council of America Standard Design 4445 Northpark Dr.. Cole Spr rags, CO 80907 Respomsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5 40 Version T6.2.0 Paper Association (APPA) is located at 1111 19th Street, MV, Ste 800, Washington, DC 20036. TEF: �Q4.7 : Q # f Chk: 1 Dsgnr: JF ' #LC = 12 TC Live 16.0 psf TC Dead 10.0 psf BC Live .0 psf BC Dead! 7.0 psf TOTAL 33.0 pof Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr End 1.15- O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L/240 'M:- V240 job Name: ROIES EEr, X -LDC REACT SIZE FEQ'D 1 0- 1-12 194 X3!50" 1.50" 2 8- 8-12 2294 5�50" 2.45" 3 41- 9- 4 909 51150" 1.50" TC F= AXL BI➢J*GSI 1-2 1495 .18 .34 .52 2-3 1612 .19 .34 .53 3-4 -409 .00 .16 .17 4-5 -306 .00 .12 .12 5-6 -1347 .01 .12 .13 6-7 -1572 .02 .13 .15 7-8 -2536 .06 .14 .20 8-9 -2753 .06 .39 .45 EC FCi2CE AM BID CSI 10-11 -1296 .06 .25 .31 11-12 -676 .00 .34 .34 12-13 834 .08 .34 .42 L. -.1.4 1972 A8 .26 .44 14-15 2466 .84 .14 - .98 Wd B FL1K£ CSI VEB FCRCE CSI 2-11 -328 .10 5-13 773 .31 3-11 -1898 .91 6-13 454 .18 3-12 1144 .46 7-13 -582 .28 4 I:! n .07 7-14 111 .21. 5-1_ -916 .92 8-14 MAX EEFI 1_ TCN (span) • L4/999 IN V24 13-14 (LIVE) I= -.16" D= -.17" T-- -.34" Joiunt Lccatiaw _==-= 1 0- 0- 0 9 42- 0- 0 2 6- 6- 0 10 0- 0- 0 3 11- 4- 0 11 8-11- 8 4 16- 9- 0 12 16- 9- 0 5 21- 0- 0 13 25- 3- 0 6 25- 3- 0 14 33- 3- 0 7 29-10-12 15 42- 0- 0 8 34- 6- 0 TYI11CAL PLACE : 1.5-3 B BC 2x4 IFI, #1 & Btr. pl at-im spec THIS LESIGN IS 'IHE CavIP STIE FE= OF ninPLE LOAD CASES. BEARII4; IS c"cx�n are lased CDII,Y on the truss material at each bearing. pr a'rF VALLES PSR ICBG Imo' #1607 Lxation of interior bearings should be clearly narked on each truss. Dnain,.qe trust be praaded to avid patxhng - Truss ID: B2 city ®Dartes the „en,iremet for lateral bracing at each location shcun. Lateral tracing. systars vkridh included 1 or x-1racurJ are the responsibility of t1�e building designer. Tru%,al system BRACE -IT may be used for continuous lateralng ah trusses spaced 24" cc. Alternatively, use scabs cr T -braces as shoo on TnwWsl Systems standard details. Loaded for 10 FSF nah-oa- tt BaL. Interior 9*pc>rt or temporary sharing trust be in place before erecting this truss. PiATII9; BASED CN GFEEN UMBER VALLM. 6-6-0 10- 3_I) 8-6-0 9-3-() t 7-6-11 6-6-0 16-9-0 25-3-0 34-6-0 42-0-0 16-9-0 , 8-6 0 , 16-9-0 ~1 2 3 4 5 6 7 8 9 6- -6.00� r1 D muJ. � ' based on did bracing applied nwc o.c. Emco to BC 111.0" 33- 8- 0 41- 6- 8 UPLIFT TQ4(5 suEyport l 442# mRx,rs4Vort 3 -210$ this truss is designed using the IBC -97 Oxbe. Bldg IIhclosed = Yes, E1r1 Zane = No Hjrricnhe/Ooaan Luis = No , Exp CategCny = C length 80.0oft, Bldg Width = 50.00ft, Meanroof Mean = 24.36ft, MPH = 80 Classification = 4, D--zd Load = 17.0 psf 8-11-S 16-3-x 16-3-8 10 11 12 13 14 8-11_=8 , 7-9-8 8-6-0 8-0-0 8-11-8 16-9-0 25-3-0 33-3-0 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. 15 8-9-0 42-0-0 15urTm00 OVER 3�t�� ;'' Scally 3/32° 1' ®WARNING Read all notes on this .sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done on accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ®LLC braced by the roof or floor sheathing and the bongo chord is laterally braced by a rigid sheathing material directly attached, d in a otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRU( SYSTEMS accordance with the fallowing standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 0445 Northpark, Dr., Colo Spriggs, CO $0907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. Tye Truss Pbte Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.[d Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. .3' WT: 181 # Cbk: Dsgnr: JF #LC = 12 TC Live 16.0 psf TC Dead 10.0 psf BC Live. .0 psf BC Dead' 7.0 psf TOTAL, 33.0 psf W0: ROIES Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: 14/240 TC: L/240 Job NAme: ROTES WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: AF 1 Drwg-.- C 0 0 10 11 042--_0 02 BRG X -LOC RE%CT SIZE R02'D 1.62" T` 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. for Lateral bracrg ® at exit locatrrn shoat. Lateral bracing + + + + + + + + + + + + + + + + + + + + + + Designed for 2.5 K lbs load �p lied 1 0- 1-12 2 41-10- 4 1518 3.50" 1386 3.50" 1.50" I'm 2x4 EFL STPD system Vaud, include or x -brae ng the of the kuildirg evenly alerg the top to the chord @ ea. bearing (unless rrted) , cxi7amattly per, END CSI CE, ELIC 2x4 DFL STANZ» Plari x spec • TMI/M - 1995 reepibility are ats desigrps. Tntsml Sys ERACE-1T trey be with dead + 0 % live lc�cis. D.F. = 1.33 TC FCRZE 1-2 -2613 2-3 -2435 .10 .23 .33 IIIL4 IESIIN IS IF)E CLT TIE RESCII;1 OF M]LTIPLE LOAD CAGES. used for cct rLxxs lateral hracirr3 az trusses spaced 24" cc. Alternat>vel ,use He iz. reaction = 2.5 K lbs. ea. bearing. c im (}x others) ,trust transfer ogee/ 3-4 -1908 .05 .17 .22 BE4RUSU �7)I�IIS ehmn are based QTLY soaks or T -braces as shwa, m Trus al load to each ply (or add -aa) shan. 4-5 -1652 .04 .02 .17 .21 .10 .12 on the truss material at each bearing. system stzmdard detail m01003160. RAMVALIES PFR Ic3o RFSEAIK 3 REEC%1I' #1607. + + + + + + + + + + + + + + + + + + + + + + UPLIFT MMCN(S) • 5-6 -1652 6-7 .02 .10 .12 Leaded fcr 10 PSF net-cmcurre>t BQL. Cable blocks are 2x 4 Q 16.0 in. o.c. MAX. Drainage trust be provided to avoid paTbx)g. stgspert 1 -364# -1908 7-8 -2435 .04 .17 .21 <It is assumed that are fare of this truss PLATIIZ BASED IN CREEN LLI'F¢R VALLES. support 2 -307# 8-9 -2613 .05 .17 .22 .33 < is sheathed with pl cLSB, wood board this truss is designed using the .10 .23 < sidir><j sidinJ. If not, LBC -97 cJcde. BC MICE AXL ElID CSI < additional I cads trust be considered on Bldg Enclosed = Yes, aid Zcne = No 10-11 2948 < net-m�tinxxis cables. Hurricane/C�t lane = No , ET Category = C 11-12 2624 .35 .31 .17 .52 .15 .47 use adeluate stades io gable blocks• h See Bldg 80.00ft, Bldg Width = SO.00ft, hit z�heigi t = 24.36ft, MPA = 80 12-13 2624 .20 .29 .49 Cable stzxls tray lateral acirrj. Trtta+als gable bracing detai](s). Classification = 4, Dead Load = 17.0 psf 13-14 2136 14-15 2624 .17 .20 .29 .46 .29 .49 Lateral 1 in iit7e ',pith the chords have 15-16 2624 .31 .15 .47 not been ccmidered unless noted ctlymwise. 16-17 2948 .35 .17 .52 These leads aril their arsjectirne are the responsibility of the baildirrg desigt-Er. VES EC KE CSI PFB FCSK£ CSI 2-11 -291 .09 5-14 -390 .24 3-11 411 .16 6-14 571 .23 3-13 -507 .57 7-14 -507 .57 4-13 571 .23 7-16 411 .16 6-8-0 1010-1-00 8-6-0 5-6-0 1111-3-00 5-13 -390 .24 8-16 -291 .09 6-8-0 16-9-0 • 25-3-0 30-9-0 42-0-0 MAX FIEF- -Teal (fit) 16-9-0 8-6-0 16-9-0 1,/999 IN DIEM 13-14 (LIVE) 1 2 3 14 5 t6 7 8 9 D= -.15" T= -.28" Joint Locations 6.00 -6.00 1 0- 0- 0 10 0- 0- 0 2 6- 8- 0 3 11- 3- 0 11 12 13 8-11- 0 16- 0- 0CQ�QFESSfc)& 16- 9- 0 5-6 2.5-4 5-6 41 4 16- 9- 0 5 21- 0- 0 6 25- 3- 0 14 15 25- 3- 0 26- 0- 0 I 5-6 ` 5-6 Q� MES s C �' 7 30- 9- 0 16 33- 1- 0 8-8-11 2.5-4 2.S_4 �Qr of [�.� 9� Z� 8 35- 4- 0 17 42- 0- 0 9_8_7 9 42- 0- 0 SHIP cv tr ¢ j 982 3-8 3-8 o C 4 p_q_3 2.5-4 S=3-7 -7 4 q 2.5-4 0-4 * Ex_. 12/31102 TYPICAL PLATE : 1.5-3 10 11 113 145 16 8-118-11 0 ,, 7-10=0 8-6-0 7-10-0 8-11-0 16-9-0 25-3-0 33-1-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false 17 8-11-0 42-0-0 1 5 ! tT"E C RUI DIN r)EPAR A1q/2001 VScale: 3/32" 1' AL ® LU SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 17 6. 0 W7:288 # Cbk: De : JF #LC a 14 WO: ROLES Customer Name: ENDEAVOR TC Live 16.0 psf DurFacs L=1.25 P=1.25 LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 psf Rep Mbr Bnd 1.15 ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HI'B-91) and 'HIB -91 BC Deacl 7. 0 s£ P Desi UBC -97 ' 4n �� Responsibilities, i SUMMARY SHEET' by TPI. T(ne Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio- 14/240 TC: L/240 TpS:010 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 33.0 psf job Name: ROIES Et, X -LCC REACT SIZE REQ'D 1 0- 1-12 1518 3.50" 1.62" 2 41-10- 4 1386 3.50" 1.50" TC FCRCE AXL EIID GSI 1-2 -2613 .10 .23 .33 2-3 -2435 .05 .17 .22 3-4 -1908 .04 .17 .21 4-5 -1652 .02 .10 .12 5-6 -1652 .02 .10 .12 6-7 -1908 .04 .17 .21 7-8 -2435 .05 .17 .22 8-9 -2613 .10 .23 .33 Bc FORCE AXL HID GSI 10-11 2273 .22 .22 .45 11-12 1995 .20 .22 .42 12-13 1995 .20 .29 .49 13-14 1704 .17 .29 .46 14-1.5 1995 .20 .29 .49 15-16 1995 .20 .22 .42 16-17 2273 .22 .22 .45 l,EB FCRC£ CSI WEB FORCE CSI 2-11 -251 .08 5-14 -119 .07 3-11 350 .14 6-14 571 .23 3-13 -492 .55 7-14 -492. .55 4-13 571 .23 -1-16 350 .14 5-13 -119 .07 8-16 -251 .08 MX rEna_,nCN (span) • L/999 IN ME14 13-14 (LIVE) L= -.14" D= -.15" T= -.28" Joint T ccntims 1 0- 0- 0 10 0- 0- 0 2 6- 8- 0 11 8-11- 0 3 11- 3- 0 12 16- 0- 0 4 16- 9- 0 13 16- 9- 0 5 21- 0- 0 14 25- 3- 0 6 25- 3- 0 15 26- 0- 0 7 30- 9- 0 16 33- 1- 0 8 35- 4- 0 17 42- 0- 0 9 42. 0- (I BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northprk Ur., Colo Springs, C080907 Tp5.00 Version T6.2.0 TC I 2x4 13FL #1 & Btr. fC 2x4 EFL #1 & Btr. SrfrB 2x4 EFL SD*UYJM Plat -4 spec • AISI/TPI - 1995 'lI-iI,S L&SICiV IS ME aNpC)TIE Fe= OF nLTIPLE LOAD CASES. EE74RIIS F fs shr>n are based CNLY cn the truss material at each bearing PLATE VALL PFR IMO MI AR REE= #1607 bainage trust be pmrided to avoid pmding. T T= 0-4-3 Truss ID• A Qty: t 6 Drw : LUUU.SSb It -'-% 1-V,v 1 ®I;mctes the re3airerrEVt for lateral bracirs lccatirn eho ar. Lateral bracwxJ U13j:FT F=IN(S): at each systems vhidt inclu& d cr x-bracu=3 f huildir� stg:pmt 2 -307# IliiA truss is desigl�ec] usirzJ the are tl� m�pazsihi1 ity the designer. Trusval Systems ERACE-TT nW be UEC -97 Ccde- E1d3 Enclosed =Yes, EYrl 7nr =Ida used for a��inxus lateral br�ciizJ rn trusses spaced 24" cc. Alternativelyy, use or T -brad as shoat rn TrusAa] Iitm��/O t Line - 13c p Cbte�Y _ C 80.00ft, Bldg Width = 50.00ft, �kteight MPH = 80 scabs system standard details. Lcacleci for 10 PIF' mramu-rent Ba -L. mean = 24.36ft, Classification - 4, Dad Load = 17.0 psf PEA= EASED cN t EEN LLM2ER VASSES. 6-8-0 10-1_0 8-6-0 5-6-0 11-3-0 6-8-0 16-9-0 25-3-0 30-9-0 42-0-0 16-2-0 8-6- ] 1 2 3 4 5 6 7 8 9 6 00 -6.0000 I 9-8-7 SHIP 0-4 /�c�"=5 �✓1/a�FA� 03 IL l a\P Cr CkO4 10 11 113 145 16 17 8-118-1]=0 77-10^p 8-6-0 77-10_0 8-11-0 8-11-(-) 8-11-0 16-9-0 25-3-0 33-1-0 42-0-0 !]t 0 1N4/21 /2000 Scale: 3/32" = 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or lk "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. pDsgrnr: 116.0 WT:191 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not miss system. Ii has been based on specifications provided by the component inamfacmrer and done in accordance with the current versions of 'I'I'I and AFi'A design standards. No responsibility is assumed for dimensiotv11 accuracy. Dimensions are to be JF #LC = 10 verified by the component rnarnufacmrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on thisdesign meet or exceed the loading imposed by the local building code and the paticular application. The design assumes 11 t the top chord is laterallyLive 16.0 psf braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted.TC Dead 10.0 pe f Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be, placed in any environment that 0 paf will cause the moisture content of the wood to exceed 199 and/or cause connector plate corrosion. Fabricate, handle, hnstall and brace this truss in EC Live accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead! 7.0 pe f Responsibilities, 'HANDLING INSTALLING AND 13RACING METAL PLATE CONNECTED WOOD TRUSSES' - (14I13-91) and 'HIB -91 SUMMARY SIIBET' by TPI. T(nc'rruss mite Institute (I'I'I) is located at 583 D'Unofrio Drive, Madison, Wisconsin 53719. The American Forest and .OTAL 33.0 psf Paper Association (APPA) is Ic ed at 1111 19th Street, Nw, Ste 800, Washington, DC 20036. WO: ROIES Customer Name: EMEAVOR DurFacs L=1.25 P=1.25 Rep bibr End 1.15 O.C.Spacing 2- 0- 0 Design Spec UEC -97 Defl Ratio: Lt/240 'IC:* Ln/240 lob Name: ROTES Truss ID: AF Qty: 1 Drw : EM X -LCC P.FACr SIZE REQ 'D TC 2x4 DFL #1 & Btr. Vibes the re for lateral bracrrg + + + + + + + + + + + + + + + + + + + + + + 1 0- 1-12 1518 3.50 1.62" the BC 2x4 DEL #1 & Btr. ® at each laatt .barb. Lateral braes Desiglhed fon 2.5 K lbs load lien 2 41-10- 4 1518 3.50" 1.62" TtEB 2x4 rFL S'IPIDRD systers vkiic. include or x-h�� plyalonthe to GEL ELK 2x4 rFL STIP are the respcnsibi]ity of the luadirzg @ ea. bearirrJ (tmless trte3) , mammay TC FZ%XE AXL HID CSI plating spec • PNSI/TPI - 1995desi�ps. TYusral Sys E?17AIE-IT may be with dead + 0 % live loads. D.F. = 1.33 . 1-2 -2814 .13 .58 .70 THIS LESICN IS THE GaMPI E RE=OF used f r caitiruats lateral bracing an HDr'iz. reaction = 2.5 K lbs. ea. bearing. 2-3 -2622 .06 .30 .36 111TIP E LOAD CASES. trusses spaced 24" cc. Altenatively, use Oanhection (by others) trust transfer equal 3-4 -1961 .05 .19 .24 EEARIIK, R132JIE0�S7I5 sho m are based CNLY scabs on T -braces as shoon on Trusnal load to each ply (or add -a) shtaA . 4-5 -1700 .05 .11 .15 on the truss material at each hearing. Systers standard detail CD01003160. + + + + + + + + + + + + + + + + + + + + + + material 5-6 -1700 O5 .>1 .15 I�clad f� l0 FSF rrrh-mhauzaht B 7i I. BATE vATSFr FFR ICBD ISI REF ' #1607. 'This des' based on chord bracing applied 6-7 -1961 .05 .19 .24 Cable blocks are 2x 4 @ 16.0 in. o. c. MAX. Draiahacge mast be pzwided to avoid pandrazg. Per the f�olMRX O.C.sole' 7-8 -2622 .06 .30 .36 <It is assured that one face of this txuss PLATIM BASED CN GREEN LIMBER VALLES. tt®c o.frau[ to 8-9 -2814 .13 .58 .70 . < is sheathed with pl CSB, moxl board UP= IOMCN(S) • TC 24.0" 16- 9- 0 25- 3- 0 < �idh on siding. If not, sq*crt 1 -175#; This truss is design Ed using the EC FCRCE AXL BND CSI < Edda ticnaal leads trust be oonsidered on 2 -175# UC -97 ate. 10-11 3039 .32 .36 .68 < rm-eahtinuois bear �b1es. At�i do ry tcp dmwd (if sho`az) with Bldg Erolceed = Yes, End Zoe = No 11-12 2671 .21 .29 .49 May use adequate staples for gable blocks. 2.4 plates (ac4) or' 3-6 p]a�es (2x5) at 24" Fiurric�he/fir Lime = No , E_< Cate = C 12-13 2671 .21 .28 .48 a studs tray re u lateral bxacinj. See o.c. and lieedd rotated, in addition to Bldg 80.00ft, Bldg 6hdth = so.00ft, 13-14 2164 .17 .28 .45 IYusnals r ested 9a�ble bracing d�ail(s) • the heel Y'd '1� sho^°h• 'T>he seconcbry tcp MEur height = 24.36ft, MEH = 80 14-15 2671 .21 .28 .48 lateral leads in lira with the drnds have dmxl nay be notched for ou -lookers as Classification = 4, Dead Ind = 17.0 psf 15-16 2671 .21 .29 .49 root been considered runless anted otherwise. needed. DO NX NMCH WEE S -UN By 16-17 3039 .32 .36 .68 These loads and tlhehr arraecta.eris are the reeporisi hi I i ty of the building designer. V B FCRCE CSI Wry FCRCE CSI 2-11 -336 .09 5-14 -376 .22 3-11 472 .19 6-14 588 .24 3-13 -552 .58 7-14 -552 .58 4-13 588 .24 7-16 472 .19 1010-1-0 8-6-0 5-6-0 8-0-11 5-13 -376 .22 8-16 -336 .09 6-8-0 16-9-0 25-3-0 30-9-0 38-9-11 Mix EETLEC TC11 () 16-9-0 8-6-0 16-9-0 14/999 IN M16-1 1 2 3 14 5 �6 7 8 9 Lt= -.20" D= -.22" T-- -.42" 8-6-0 -� Joint Locations F-6. I -6.00 1 0- 0- 0 10 0- 0- 0 3-4 3-4 2 6- 8- 0 11 8-11- 0 $_ 3 11- 3- 0 12 16- 0- 0 4 16- 9- 0 13 16- 9- 0 5 21- 0- 0 14 25- 3- 0 3_4_4 4 6 25- 3- 0 15 26- 0- 0 7 30- 9- 0 16 33- 1- 0 8-8-11 * * $-4 9-8-7 pt;0 "SS,�Nq� 8 35- 4- 0 17 42- 0- 0 * 2.5-4 'Y'r 9 42- 0- 0 6,$ 6.: HIP \��`� �' `6s�► Fye 0-0-4 2.5-4 S=4 l7 a s 2.5-4 _ 0-0 I\ m m TYPICAL PLATE : 1.5-3 atJ ' 2p" a2_o-o 10 11 113 145 16 17 8-118-11=0 77-10-00 8-6-0 7-10-0 5-8-11 8-11-0 16-9-025-3-0-3-0 33-1-0 38-9-11 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame nlates are positioned as shown above. -F CMN11 Scaie: 3,32" 1' ® WARNING Read all notes on this sheet and give a copy of it'to the. Erecting Contractor, T&M 256.0 Rrr: 408 # This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done CQhk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De JF #LC = 14 B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 psf will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 Ps f TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 psf SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 33.0 psf WO: ROIES Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L4/240 TC: 14/240 job Name: ROTES EWj X-LCc' rG5LT 1SI2E F92'D 1 0- 1-12 924 3.50" 1.50" 2 23-10- 4 924 3.50" 1.50" TC FCRCE AXL BND CSI 1-2 -1354 .01 .25 .26 2-3 -1201 .01 .25 .26 3-4 -1201 .01 .25 .26 4-5 -1354 .01 .25 .26 BC FCRCE AXL HID CSI 6-7 1156 .11 .22 .32 7-8 770 .07 .22 .29 8-9 770 .07 .22 .29 5-10 1156 .11 .22 .32 WEB FZFKE CSI WID FCRCE CSI 2-7 -296 .08 3-9 445 .18 3-7 445 .18 4-9 -296 .08 MAX II:FLE)MCN (rya -ah) ,4/999 iN MEM 8-9 (LIVE) LF -.06" D= -.07" T= -.13" == Joint Locatiaarj 1 = 0- 0- 0 6 0- 0- 0 2 6- 6- 0 7 8- 3- 0 3 12- 0- 0 8 1.0- 0- 0 4 17- 6- 0 9 15- 9- 0 5 24- 0- 0 10 24- 0- 0 -BLUSAR MFG ® LLC IWtISWAI. SYSI'lims 4445 N,.rdgruk Ur.. Cnl" Springs. Co 80907 Tp5.0 Version T6.2.0 TC 2x4 DEL #1 & Btr. BC 2x4 DFL #1 & Btr. VM 2x4 DFL STPIAIm Pf A'TF VALLk,S RR Ito REm*Ui REP= #1607 Ic APA for 10 PSF ricrt-m'nsre'tt BQL- • 6-4-3 TO -4-3 Truss ID: C Qty: 19 Drwg: LUUU J S b l � l -u Plating spec : ANSI/IPI - 1995 LT= REPMN(S) THLS LESICN IS THE O POSrIE REST OF GjFPcrt 2 -232# BEAD= M shs+at are base( QII,Y n,4 truss is designed using the cn the truss material at each b -ring. SBC -97 0o3e. PLATII,Z BASED CN GEEK LLME R VALIE.S. Bldg FYrlosed = Yes, Err( Zcne = 1,b az�ricahe/Lame = No , Exit C ategcry = C M�Length 80.00ft, Bldg Width = 50.00tt, zmf heiclit = 23.17ft, MPH = 80 Classificaticn = 4, Dead Lcad = 17.0 psf .6-6-0 5-6-0 5-6-0 6-6-0_ 6-6-11-11 12-0-0 17-6-0 24-0-0 12-0 (1 t 12-0-0 t-12 3 4 5 p0 -6.001 4-4 6 7 8 8-3-0 8-3-0 5ISI 9 10 7-6-0 8-3-0 15-9-0 24-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false _I - R(jf� ;►� G Lrame piaces etc va i.. i..,,.. ...._.._. __- -. - TBF: 53.3 WT: 90 # WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It his been based on specifications provided by the component manufacturer and done Ch1e: in accord ince with the current versions of rPi and AFPA design st: ricbrds. No responsibility is assurned for dimensional accuracy. Dimensions are to be4� De : JF #LC - 10 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this The design assumes that the top chord is Laterally TC Live 16.0 ps f design meet or exceed the loading imposed by the local building code and the paticular application. braced by the roof or hour shadhing and tale houonu chord is latently hniced by a rigid shc:dhing niaterLt directly au:ichcd, unless otherwise noted. TC Dead 10.0 paf Brachig shown is for lateral support of components memben only to reduce buckling length. This component shall not be pLiccd in :my environment that will c lLse the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf accordance with tau following standards: 'JOINT DETAII. '% by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Dead i 7.0 pef Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECT'E'D WOOD TRUSSES' - (4118-91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and I :aper AssocLuion (APPA) is locded at 1111 19th Street, NW, Sic 800, Washington, DC 2(X)36. I TOTAL 33.0 paf 12/21/2000 Scale: 5/32" = 1' WO: ROLES Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing. 2- 0- 0 Design Sperr UBC -97 Dell Patio: Lt/240 7C:*LI/240 job Name: ROIES 1 Truss ID: CF Qty: 1 Drw EM X -IOC REACT SIZE REQ -D 'IC 2x4 LFL #1 & Btr. PlatirrJ spec : ANSI/'I'PI - 1995 THIS LESION is UE Ga1TCSrIB RE'= CF UPLIFT R&=CN(S) support 1 2 0- 1-12 23-10- 4 924 3.50 1.50 924 3.50" 1.50" BC 2x4 LFL #1 & Btr. 2x4 LFL SD*MARD > INS Fj PLEj I1�S'slmwI are) CNLY 2 232# Ibis is designEd using the TC FORCE AXL HID CSI CBI, BLK 2x4 LFL SIPf>Lt� M, PLATE VALLES PER ICBD RFSF?R REfiYa" #1607. am the tntss material at eadt bearing- Bal LBC -97 Code. Bldg E7rclosed = Yes, Erd 7rne = No 1-2 -1354 .01 .25 .26 Cable blocks axe 2x 4 Q 16.0 in. o.c. MAX. is that one face of this truss Lce lai for 10 FSF rron-ca'ratrra'tt PLATIN BASED CN GZEEN LIMBER VALLES. Harricarn/Cceen lam = No E>q? Category = C 2-3 -1201 -1201 .01 .01 .25 .26 .25 .26 <It assune. < is sheathloath pl CSB, wood board WO: ROIES Mean I�h 80.0023, Bldg Width = SO.00ft, Bldg3-4 heir = 2D hlPfi = 80 4-5 -1354 .01 .25 .26 < sidirq or sidirsg. If not, < additional leads trust be ariside red on in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be (72as ificroof ad L Classification = 4, Dead Lead = 17.0 psf 13C FaKE AXI, HID CSI < non-omtirvaas bearirrJ gables. 7 ate soles for gable blocks. 16.0 po f DurFaes L=1.25 P=1.25 6-7 7-8 1156 770 .11 .22 .32 .29 MY a studs tray lateral bracirrJ. See 10.0 s f P Re Idbr 13nd 1.15 P 8-9 770 .07 .22 .22 .29 Trus tls =1e bracing detail (.) . will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 9-10 1156 .07 .11 .22 .32 Lateral 1= line with the d. -d. have t BC Dead, 7.0 of P Design a UBC -97 4n SP P SUMMARY SHEET' by TPI. Tpe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • not beat oaisidered unless rated otherwise. Defl Patio: L/240 TC Lt/240 Tp5.t6 Version T6.2.0 VEB FCRM CSI [EB FL%2C£ CSI a hese loads and theiir Mice. are the 2-7 -296 .08 3-9 445 .18 regxrmibility of the biildirrJ deeigner'. 3-7 445 .18 4-9 -296 .08 MAX LEFLEX.RTCN (span) L4/999 IN MEM 8-9 (LIVE) IF -.06" D= -.07" T= -.11" = Joint Locations = 1 0-0-0 6 0-0-0 2 6- 6- 0 7 8- 3- 0 3 12- 0- 0 8 10- 0- 0 4 17- 6- 0 9 15- 9- 0 5 24- 0- 0 10 24- 0- 0 6-6-0 1 5-6-0 5-6-0 6-6-0 6-6-0 12-0-0 17-6-0 24-0-0 12-0-0 ; 12-0-0 rl 2 3 4 5 6.00 -76.001 4-4 2-- - r�-11 t 2 24-0-0 r." r Q" 7-3-15 SHIP T(1-4-3 9 10 �! 7 8 8-3-0 7-6-0 8�3-0' t ^1�",':i t 4-` •._.,': 8-3-0 15-9-0 24-0-0 � V '" A • 12/21/2000 TYPICAL PLATE 1.5-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 1 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned. as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 90.7 WT ;148 # WO: ROIES This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done per: Customer Name: in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds JF #LC = 10 ENDEAVOR verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 16.0 po f DurFaes L=1.25 P=1.25 LU SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 s f P Re Idbr 13nd 1.15 P ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live. .0 po f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs, CO '30907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -9l t BC Dead, 7.0 of P Design a UBC -97 4n SP P SUMMARY SHEET' by TPI. Tpe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and • 33.0 Defl Patio: L/240 TC Lt/240 Tp5.t6 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. ITOTAL pof ob Name: ROIES _= Joint. Locations =--_ 1 0- 0- 0 20 0- 0- 0 2 2- 8- 0 21 2- 8- 0 3 4- 0- 0 22 4- 0- 0 4 5- 4- 0 23 5- 4- 0 5 6- 8- 0 24 6- 8- 0 6 8- 0- 0 25 8- 0- 0 7 9- 4- 0 26 9- 4- 0 8 10- 8- 0 27 10- 0- 0 5 11- 3- 0 28 10- 8- 0 10 12- 0- 0 29 11- 3- 0 11 13- 4- 0 30 13- 4- 0 12 12- 9- 0 31 12- 9- 0 13 14- 8- 0 32 14- 8- 0 14 16- 0- 0 33 16- 0- 0 15 17- 4- 0 34 17- 4- 0 16 18- 8- 0 35 18- 8- 0 17 20- 0- 0 36 20- 0- 0 18 21- 4- 0 37 21- 4- 0 19 24- 0- 0 38 24- 0- 0 TYPICAL PLATE : 1.5-3 BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 TpS.A Version T6.2.0 TC i 2x4 rFL #1 & Btr. BC 2x4 EFL #1 & Btr. (IL ELK 2x4 DFL SIS PLATE VALLES pM IMO 1 -I FAQ' #1607. Irsde3 for 10 PSF rrn-curzzrrert Baa. <It is assutred that one face of this tr u. -s < is ajjeathxl with pl CEB, tool beard < siding sidirng. If rot, < addita.anal loads tttrst be cnnsIdered on < rrn-co ltir>uars =1 car irr� gables - use adequate stapler gable blocks. studs may zu lateral brae See Trusval.s s estsl ale bracing details). Lateral lcsds in line with the ads have not been oonsidered unless noted cthe27"2se. Tnese loads and their oomecticns are the responsibility of the b-uldirrj designer. 6-4-3 =0-4-3 Truss ID: C1 Qty: t 1 plating spec : ADSI/I`PI - 1995 M-11 IXSIIN IS THE OCIVIFOGrIE JET OF 11MPLE LCPD CASES. BP*Uh7; yEQu E2Q'ENIS shoal are based ONLY on the truss taterial at each bearv'rg. PLATII>; '}ASD QV t32FFN LLP VA=. 2-8.0 , 2.80, 2-&0 �, 2.&0, 2-8-0, 2-8-0, 2-8-0 �, 2-8-0 , 2-8 0 2.8-0 5-4.0 15.0.0 10.8.0 1.7.4.0 1rr0-0 18-8-0 21-4.0 24.0-0 1 12-0-0 t 12 -I) -l) 1 2 3 4 S 6 7 8 9 /0 172 IJ 14 I -S 16 17 17 18 19 00 -6.001 3-4 ?1� 24-0-0 LE This truss is designed using the L13C-97 Oxle. Bldg Enclosed = Yes, Errl 2an = No Iinr'ica2ne/Coealr Line = No , E� Categsy = C Bldg 80.00ft, Bldg Vhdth = So.00ft, Meal't roof heir = 23.17ft, MPH = 80 Cassificatian = 4, Dead Load = 17.0 psf 7-3-15 SHIP =(1-4-3 20 21 22 2.? 24 15 26 27 2829 3a1 32 .?.? 34 3.5 36 37 38 2-82-80_, 2-8-0 2-8.0 J 2.8-0_, 2-8-0 2-8-0 J 2.8-0 , 2.80 2-8-0 2-8-0 .5-4-0 8-0.0 10-8.0 13-4-0 1&0-0 1&8-0 21.4-0 §�Id J� CO �� 12/21/2000 2/21/2000 VER C nig, �,�jbiTpR�'�.♦ .� Scale: 5/32" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or * EN "H"(16 ga.), positioned per Joint Report_ Circled plates and falx © rq h , ' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ss otherwise noted. braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unle Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. Tae Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is loca(ed at 1111 19th Street, NW, Ste 800, Washington, DC 20036. .0 MT:1jr2 # Chk: Dsgnr: JF #LC = 10 TC Live 16.0 psf TC Dead 10.0 psf BC Live .0 psf BC Dead: 7.0 psf TOTAL 33.0 pof WO: ROLES Customer Name: MMEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spey UBC -97 Defl Ratio: Lt/240 TC:' L/240 lob Name: ROIES 3 4-0-0 4, 12/21/2000 Bliu • X -IDC RFACP `SIZE REV'D 1 0- 1-12 267 3.50" 1.50" 2 3-11- 4 132 1.50" 1.50" TC F KE AXL HID GSI WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. facturer anne This design is for an individual building component not truss system. It has been based on specifications provided by the component mvmd�do 1-2 -323 .00 .05 .05 qhs I Kier Name : 1-2 -32 .00 .01 .01 in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BC FCRC£ AXL END CSI FAVOR 3-4 60 .00 .04 .04 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design exceed the loading imposed by the local building code and the paticular application. The design assumes that (lie top chord is laterally liEE FCRZE CSI WEB FCRCE CSI 2-4 -105 .02 SLERL 319 .04 MAX Eu=w (slam) TC Dead 10.0 psf P L/999 IN FEM 3-4 (LIVE) C LF -.01" D= -.01" T= -.01" BC Live . .0 Ps f Joint Loratiazs === TRUSWAL SYSTEMSaccordance coos Northpark Dr., Colo Springs, CO s0907 1 0-0-0 3 0-0-0 BC Dead ' 7.0 psf 2 4- 0- 0 4 4- 0- 0 • BC 2x4 EEL #1 & Btr. WEB 2x4 LFL SIS SLI]:ER 2x4 rFL #1 & Btr. PfA'IE VALIES PER ICBO RSI REECi1P #1607. Ehd verticals designed for axial loads only. End verticals that are w&arLd above or below the truss profile (if any) may regoa e ad3i.tiaal design ccnsideraticn (by others) for lateral forces due to wind or seisrac Ice ds m the huilding. Truss ID: MF Q Plat-im spec : PISI/IPI - 1995 'II-II.S IFSICN IS ME CL14FWrIE re= CJF Ii=PLE LOAD CASES. ffiaRnr, RBXnujENm shoe are based ONLY on the truss material at eadz bearing. PLA= BASED CN C42EEN LLT'EffR VAI S- 0 F-4. 0 0 4-0-0 4-0-0 t 1 Drwg: LUUU3 S b 1'> I -L UPLIFT RFACI V(S) : t 1 -75# st>t 2 -43# Inns trv3s is designed usiM the CBC -97 0:x3e. Bldg Etnclosed = Yes, End 7tsle = DIo RwHca>e/Oman Line = No 0 Category = C Bldg Ifirrjth = 80.00ft, Bldg Width = 50.00ft, Mas roof height = 20.68ft, MFH = 80 rlassificatirn = 4, Dead Load = 17.0 psf 2 2-0-0 2-3-11 SH IP 3 4-0-0 4, 12/21/2000 (18 ga.) or Truswal Systema Plates are 20 ga. unless shown by "1811 4-0-0 Scale: 3/4" - 1' n �n'. and false '4UILDmin "H"(16 ga.), positioned per Joint'Report. Circled plates p frame plates are positioned as shown above. ;-- ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. facturer anne This design is for an individual building component not truss system. It has been based on specifications provided by the component mvmd�do 2 Fj qhs I Kier Name : in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: �Tid3/�,,\J C = 9 FAVOR B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design exceed the loading imposed by the local building code and the paticular application. The design assumes that (lie top chord is laterally TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC meet or bated by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10.0 psf P Rep Mbr End 1.15 C will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live . .0 Ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMSaccordance coos Northpark Dr., Colo Springs, CO s0907 with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead ' 7.0 psf Design Spec UBC -97 , • Responsibilities, SUMMARY SHEET' by TPI. T> a Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest anil TOTAL 33.0 psf 1X 1 Ratio: L/240 TC: L/240 4 Tp5.10 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Job Name: ROIES Bt, . X -LOC RZ ACT 'SIZE REQ' D 1 0- 1-12 279 3.50 1.50" 2 4- 3-12 147 3.50" 1.50" TC KKE AXL IM CSI 1-2 -42 .00 .33 .13 Bc FujZE AXL EM CSI 3-4 67 .00 .09 .09 F&B FCI2C£ CSI vm FCRCE CSI 2-4 -103 .02 M4X 111Z>XTICN (spars) 1,/999 IN MEM 3-4 (LSI)E) IF -.01" D= -.01" T= -.02" ==== Joint Tn t-irns === 1 0- 0- 0 3 0- 0- 0 2 4- 5- 8 4 4- 5- 8 -BLUSAR MFG ® LLC TRUSWAL SYSTEMS 4445 Norrbpark Dr., Colo Springs, CO 30907 - Tp5.0 Version T6.2.0 TC 2x4 EFL #1 & Btr. BC 2x4 EFL #1 & Btr. 41EB 2x4 DFL SIAN13 RD Pf= VALL)Er pM IBO REM*Kf REE' #1607 PLATMZ BALD ON GEEK lUvEER VAUES. Truss ID: M Qty: Plating spec : ANSI/I'PI - 1995 THIS ]ESICN IS ITIE CEMPCGrrE RESULT OF nLTIPlE LOW CASES. EEARII,r, roXIREAENI5 shoe are based CNLY cn the truss material at each bearing. End verticals designed f= wdal loads mly. End verticals that are a above or be-jcw the truss profile (if any) may require additional design corisideraticn (by mss) fcr lateral fors due to wird. or sei.snic loads cn the bai.ldirg. 4-5-8 1 2 F4. 00 8 Drwg: LUUU S S 0 1-') 1 -U UPLSF'r REAMCN(S) : M4*crt 1 -76# pat 2 -47# Illis En> is designed using the U3C-97 Code. Bldg 1]rlcsed = Yes, End Zcne = I3o Himzain-le/Coal Line = No ,F Category = C Bldg =th 80.00ft, Bldg Width = 50.00ft, Mem rcohei ilt = 20.75ft, MF4i = 80 C7assificatirn = 4, Dead HLad = 17.0 psf F 2-0-0 , 4-5-8 3 4 4-5-8 4-5-8jay Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or• V�J "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contrat r. This design is for an individual building component not truss system. It has been based out specifications provided by the component manufa andQloge in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions arp" verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS% by Truswal, 'ANSI/TPI t', 'WTCA 1' -Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HID -91 SUMMARY SI IEET' by TPI. Tqe Truss PLue Institute (Till) is located at 58:4 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and (aper Assoc:. lion (Al -TA) is Inc:dcd :d 11 111'ltll Slrecl, NW, Slr. R(XI, Washiny,trnu, IN: ^.(X)16. SHIP 769 ,k E : O6 30'03 C. �rHAxffnUm. s IVIL T OF CAIUF +JF Tl'C a vo }6.0 pa•€ I TC Dead 10.P psf BC Live, .0 psf BC Deady 7.0 psf TOTAL 33.0 Psf 12/21/2000 Scale: 11/32" - 1' WO: ROLES Customer Name: ENDEAVOR b&Facs L=1.25 P=1.25 Rep b1br Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 D_fl Ratio: LV240 'IC: Lti/240 ]obi Name: ROIES . EM •X -LOC REP= 'SIZE REQ'D TC 2x4 EEL #1 & Btr. 1 0- 1-12 345 3.50" 1.50" BC 2x4 EFL #1 & Btr. 2 6- 3-12 213 3.50" 1.50" LEB 2x4 DFL SJR PLATE VALIF.S PER ICBJ RESFARaj REFCRT #1607. TC FCRC£ AX[, EM CSI RA= BASED CN GEEK LU42ER VALLES. 1-2 -64 .00 .29 .29 BC FCIKE AXE, END CSI 3-4 100 .00 .20 .20 [,IEB FCRZE CSI VIES FCRCE CSI 2-4 -150 .03 MX EEF1 TICN (span) ' L/999 IN VEM 3-4 (LLVE) Iv -.05" D= -.05" T= -.09" Joint Locrtiahs 1 0-0-0 3 0-0-0 2 6-5-8 4 6-5-8 Truss I D • M 1 Qty: plating i ng spec : PNSIAPI - 1995 'II -IIS LESIGT LS n E C mEwITE RE5[II.,T cF Ni=PLE LL]AD CASES. BEARING 7I5 sho.an are based CIILY on the truss material at each bea-ng. End verticals designed for axial loads only. EY11 verticals that are wter� abase or below the truss profile (if arty) may regaise additional design mrideratiah (by &I-ETS) for lateral fm s due to wird a a^ic I oads on the la iildit - 6-5-x 6-5-K I 2 F4. 00 4 Drwg: LUUU-3 � o 13 1-u LN= REACITCN(S) : ayapmt 1 854n st;gxxtt 2 -67# This truss is designed usiM the LBC -97 C:de. Bldg Enclosed = Yes, End Zone = No Hmricans/O;xan Line = No , Exp Cate�y = C 131 s0.o0ft, Bld3 4hdth = 50.00ft, Mean roofheight = 21.09ft, MPH = 80 Classification = 4, Lead Load = 17.0 psf 2-0-0 6 -s -x r 3 4 6-5-8 6-5-� ruswal Systems Plates are 20 ga. unless shown by 18"(18 ga.) or TH"(16 ga.), positioned per Joint Report. Circled plates and falx frame nlates are positioned as shown above. SHIP ,AL. SU PORT e Af ' ' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. FO7.3 X # ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and donekEagnx ic: in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be: Jim # 11 C�tBLUSAR MFG verified by dre component manufacturer and/or build'utg designer prior to fabrication. The build ng designer must a certiur tl ht the loads utilized onthis design meet or exceed the loading imposed by the local building code and the paticularapplication. The design assumes that the top chord is laterallyTC Live 16.0 psf LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted.TC Dead 10.0 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed br any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf TRt1SUAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tntswal, 'ANSI/TPI 1', 'WTCA 1',- Wood Truss Council of America Standard Design BC Dead ' 7.0 psf 4445 Nonhpark Dr.. Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 0 SUMMARY SHEET' by TPI. The Truss Plate Institute CTPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and �OTAL 33.0 psf TpS. A Version T6.2 . 0 Paper Association (AFPA) is loca&d at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1E769)'0630� 12/2112000 Scale: 11/32" = 1' WO: ROLES Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L/240 7C:'V240 b Name: ROTES — Joint Locations. = 1 0- 0- 0 12 0- 0- 0 2 2- 8- 0 13 2- 8- 0 3 4-0-0 14 4-0-0 4 5- 2- 8 15 5- 2- 8 5 5- 6- 0 16 5- 6- 0 6 6- 3- 0 17 7- 3- 8 7 7- 3- 8 18 7- 0- 0 8 7- 0- 0 19 8- 6- 0 9 8- 6- 0 20 9-10- 0 10 9-10- 0 21 12- 6- 0 11 12- 6- 0 TC i 2x4 DFL #1 & Btr. BC 2x4 M #1 & Btr. an, BLK 2x4 DFL S77N13%RD RATF. WnL PER IMO Fl l Rte' #1607- T ceded 1607.Iaaded for 10 PSF ren-cn7am1er1t xr r, - <It is assutnd that me face of this truss <• is sheathed with pl sidirr3 If not board < wood adir�ti loads mast be oornsidered an < rrrn-ccntinxxas bearing es. =Trues adsnate st�alesl � �lgable bl.6-- C�ble studs stay bxacn • See �e�detaal(s) Lateral 1 an lhr>� th the cords have not been corlsichal unless noted otherwise. 'These loads and their corinectims are the respcmibility of the builditz3 desigmer. Truss ID: D 1 Qty: t platirxj ADSI)#M - 1995 IIIIS II:.S` ICN IS ME GjdpCGrM RE= OF M=PTE LOAD CASES. SEARED REiW ;aWM shoem are Used CNLjY on the truss ttaterial at each bearirri. PLATII9; BASED CN, GEEQ UMER VALLE:S. 2-R-0 2-6_R 2-1-0 2-6-8 2-82-8-0 J 2-8-0 5-2-8 7-3-8 9-10-0 12-6-0 6 4 0 6-3-0 t 1 2 3 45 �6 78 9 10 11 F 0 -6.001 1his truss is desig-d using the LBC -97 O:de. B1 0.01osetd = Yes, 137d 7rne = No Harncane/Oxan Line = No , Et"T CategmY = C BlagI� h 80.00ft, Bldg Width = 50.00ft, mean rcoY height = 21.74ft, ME= = 80 C7assificatim = 4, Lead Load = 17.0 psf ' f . 220 i 12-6-0' 12 13 14 15(6 178 216 8 20 2-8-0 21�� 2-8-0 _ 2-6-8 2-1-0 y 2-8-0 5-2-8 7-3-8 9-10-0 12-6-0 y# a TYPICAL PLATE : 1.5-3 " ruswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or OVER � TH"(16 ga.), positioned per Joint Report. Circled plates and false 1 frame Plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be �verified by the component manufacturer and/or build'ung designer prior to fabrication. The building designer must ascertain that the loads utilized on this B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bonom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRucwAL SYSTEMS accordance with the following sr<a ndards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 11 - Wood Truss Council or America Standard Design 4445 Norrbpark Dr., Colo Springs, CO 80907 " Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. Toe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.10 Version T6 .2 . 0 Paper Association (AFPA) is located at 1111 1911 Street, Mv, Ste 800, Washington, DC 20036. 4-5-7 HIP IO -4-3 TBF: (j. 0 ,T F97X Chh: Dsgnr: JF#LCA 0 TC Live 0 TC Dead 10.0 psf BC Live .0 psf BC Dead 7.0 psf TOTAL 33.0 ps 12/21/2000 Scale: 5/16" = 1' WO: ROLES Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep 14or Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L/240 7C:*Lt/240 ]ob Name: ROIES , 1 Drwg:L000-55b1.11 Plating spec : AMI/IPI - 1995 EM .X -IDC RE4Cr 'SIZE RE2'D TC 2X4 LFL #1 & Btr. 2x4 LFL #1 & Btr. 1 0- 1-12 545 3.50" 2 12- 4- 4 544 3.50" 1.50" 1.50" BC WEB 2x4 LFL S'D*MA D aWp=t 1 -148# Flat tcp cord has not been design• d for GEL ELK 2x4 LFL SIR1IEARD F= VAiilbS PFR I� RF3� #1607. FL32CE p}1( RV GSI TC 1-2 -573 .20+T �� IN C IIr>iglltVAUES ' .00 .19 2-3 -573 .00 .20 .20 nu tris desigrecl using the LW- 97BC FCRM AXL 1M CSI Bldg Fhcicsed = Yes, Ehd Zahe = No 4-5 457 .06 .13 .19 Hn-rica3uhe/Qosez Tim = No ' E>q? Categ-Y = C Bldg T h w.00ft, Bldg Width = 50.00ft, 5-6 457 .06 .13 .19 Mean roof heig4 = 23.24ft, MPH = 80 VIB FAKE CSI 4FB FCFKE CSI Classification = 4, Dead Load = 17.0 psf 2-5 133 .05 max r>:z aiTaQ (span) ' Lt/999 IN MEN 4-5 (LIVE) L= -.02" D= -.02" T= -.04" Joint Lactims =___ 1 0- 0- 0 4 0- 0- 0 2 6- 3- 0 5 6- 3- 0 3 12- 6- 0 6 12- 6- 0 TYPICAL PLA11s : 1.5-3 Truss ID: EF Qty: , 1 Drwg:L000-55b1.11 Plating spec : AMI/IPI - 1995 This des' based on d d � applied the f�illavitzJ ed7edile: 'II -IIS IESIIN IS 'IHE TIE Rl�[irT OF P� trwc o.c. frcxn to KTTPLE LCAD Ci%SES'TIC BEARIM RF]LL�s shoat are based Q]LY 24.0" 6- 3- 0 12- 3- 0 UP= RFACIZIN(S) on the truss material at each bearing. T-rled for 10 PSF rrn-c==n er1t Bal. aWp=t 1 -148# Flat tcp cord has not been design• d for drifting sod unless rrked otherwise. 3-8-8 9-11-8 6-3-0 � 6-3-0 1 2 3 6.00 -6.00 4 6 00� / 3-4 ADEQUATE SHEATHING OR LATERAL BRACING REQUIRED ON TZ ATTACH 2X4 GABLE VERTICALS t@ 24 IN. O.C. (MAX) WITH 1.53 PLATES EXCEPT AS SHOWN. SEE TRUSWAL'S GABLE DETAIL FOR SUGGESTED GABLE VERTICAL BRACING. AML -01 12-6-0� 4 ,5 6 6-3-0 3-8-8 6-3-0 9-11-8 7-5-7 ' SHIP=0-4-3 g01, Ifo Truswal Systems Plates are 20 ga. Unless show" by "18"(18 ga.) or .4� .�� "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this skeet and give a copy of it to the Greeting Contractor. ® This design is for an individual building component not nhtss 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 fabriuuion. The building designer must ascertain that the loids utilized on this B L U SAR MFG design meet or exceed the loading imposed by the lucid building code and the paticular application. The design assumes that the top chord is Laterally rd it laterally braced by a rigid sheathing material directly attached, unless otherwise noted. braced by the roof or floor sheathing and the bottom cho ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed iri any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark Dr.. Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp51.Ot Version T6.2.0 Piper Association (AFPA) is locattd at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 044V 1 # . j1 LQ %i 10 TC Live 1'16. tr, TC Dead l-psf BC Live .0 psf BC Dead; 7.0 psr" TOTAL 33.0 psf 12/21/2000 Scale: 5/32" - 1' W0: ROIES - Customer Name: ENDEAVOR DurFacs L=1.25 P=1.25 Rep Mar Bnd 1. 15 - O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L/240 TC:*L/240 job Nam,e: ROIES E X -LCC REACP SIZE REQ'D TC ! 2x4 DFL #1 & Btr. 1 0- 1-12 940 3.50" 1.50" BC 2X4 DFL #1 & Btr. 2 24- 4- 4 940 3.50" 1.50" 4M 2x4 DFL ST*UM pLA3E VALUES IFR ICBJ REFI REEF #1607 AXL HID CSI Loaded for 10 PSF r=i-ccrxxtrrent BaL. TC 1-2 FU:KE -1366 .01 .28 .29 2-3 -1200 .01 .28 .29 3-4 -1200 .01 .28 .29 4-5 -1366 .01 .28 .29 BC FORCE AXI, EM CSI 6-7 3.163 .11 .22 .32 7-8 789 .07 .22 .29 8-9 789 .07 .22 .29 9-10 1163 .11 .22 .32 4En FURCE CSI 41EB FLRCE CSI 2-7 -309 .09 3-9 442 .18 3-7 442 .18 4-9 -309 .09 MAX E FI.EC aq (span) L/999 IN MEM 9-10 (LIVE) Lv -.07" D= -.07" T= -.14" Joint I--tians =--== 1 0- 0- 0 6 0- 0- 0 2 6-11- 0 7 8-10- 0 3 12- 3- 0 8 10- 0- 0 4 17- 7- 0 9 15- 8- 0 5 24- 6- 0 10 24- 6- 0 Truss ID: E Qty: t 6 Plating spec : PDBII'I'PI - 1995 = LEsN is u E a24F 5r1E REKLT OF n LTIPLE LOAD CASES. BFApIM SIS shah are )rased ONLY on the mass matm-lal at each bear -x3. RA= BASM CN GEEN LIMBER VA M - 66-110 5-4-0 5-4-0 6-110 6-11-11 12-3-0 17-7-0 24-6-0 12-3-0 t 12-3-0 -12 3 4 5 6 00 -76.0---10 4-4 UPLIFT RE=CN(S) : ptt 2 -236# 'Ibis t ttv3s is desicy-jed usirrl t1- LBC -97 Code. Bldg Enclosed = Yes, a-,1 Zane = No H � cx-ie/Ooe--n 8Lnf= , NBldgF h SY .=OOCt , Mean pJ- = 23.24ft, MPH = 80 c9A ificaticn = 4, Dead Load = 17.0 psf 7-5-7 SHIT' =0-4-3 t XL -0124- - l 6 7 8 8 0 9 88-100 15-8-0 � rl7� 8-10-0 15-8-0 24-6-0 ?,.� Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false 12/21/2000 Scale: 5/32" - 1' t Trams iaCes arc LD5sgnr: 57. 2 # WO: ROLES ` WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. n3et�ter Name: ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done AA' in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be C� pp ENDEAVOR B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the lu�ds utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFacs L=1.25 P=1.25 braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® TC Dead 10.0 psf Rep Poor Bnd 1.15 LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live . .0 psf 0. C. Sp aeiag 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/'fPl 1', 'WTCA 1' -Wood Truss Council of America Standard Design BC Dead ' 7.0 psf Design Spec UBC -97 4445 Nanbpark Dr., Colo Springs, CO $0907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1416-91) and 'HIB -91 SUMMARY SHEET' by TPI. Tje Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and � Deft Ratio: L/240 TC: Il/240 TpS.b Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 33.0 psf Job Name: ROIES WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: ED Qty: 1 Drw : 00 10 113 EM X -LDC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. Plating spec : ANSI/IiPI - 1995 UPLIFT RF7: CN(S) 1 0- 1-12 940 3.50 1.50 BC 2x4 IFI, #1 & Btr. IIILS EESIIN IS THE 02YIECSI'M RES[II;<' OF stgpert 1 -236# t 2 -236# 2 24- 4- 4 940 3.50" 1.50" WB 2x4 DFL SIPbEARD RATE VAILES PER ICBJ RFSE *KH FE' #1607. K=PLE LCAD GEES.stg3 BEARIM REIZT 7IS shonaz are based CNLY Ibis= is designed using the TC FCRCE AXL HID CSI Lauded for 10 PSF rton-artaurrsrt txrr,. on the truss lttaterial at each kearirz3. FLA= BASED CN GREEN LIMBER VALLES. IBC -97 Clods. Bldg FYrlosed = Yea, Rid Zone = No 1-2 2-3 -1366 -1200 .01 .01 .28 .29 .28 .29 + + + + + + + + + + + + + + + + + + + + + + Designed for 1.6 K lbs load implied ivdhmd H rim/moi Line = No , E>V Category = C Bldg Length = 80.00ft, Bldg Width = 50.00ft, 3-4 4-5 -1200 -1366 .01 .01 .28 .29 .28 .29 evenly along the tcp to the (5) ea. bearing (unless noted), cahcurrerttly Meazn roof height = 23.24ft, MPH = 80 Classification = 4, Dead Load = 17.0 with dead + 0 % live loads. D.F. = 1.33 psf F� A HID 6 1618 19 .3 5 .16 -7 cn hy cthers) mist transfer e gial 7-8 1214 .07 .22 .29 load to eadi ply (or add-cn) sheen. 8-9 1214 .07 .22 .29 ++++++++++++++++++++++ 9-10 1618 .19 .16 .35 WEB FCRCE CSI WFB FCRCE GSI 2-7 -329 .09 3-9 481 .18 3-7 481 .18 4-9 -329 .09 MAX DEF=CN (qpz" L/999 IN NEM 9-10 (LIVE) L= -.08" D= -.09" T -.17" --= Joint T=t-icns = 1 0- 0- 0 6 0- 0- 0 2 6-11- 0 7 8-10- 0 3 12- 3- 0 8 10- 0- 0 4 17- 7- 0 9 15- 8- 0 5 24- 6- 0 10 24- 6- 0 6-11-0 5-4-0 1 5-4-0 6-11-0 6-11-0 12-3-0 17-7-0 24-6-0 t 12-3-0 t 12-3-0 1 2 3 4 5 F-6. 00 -76.00 4-4 t - 7-5-7 SHIP =(I-4-3 �9QPOf ESS/pN -N q ��.• MESSgFc rn C 4 982 X \ Ex . 12/31/02 ) L U SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Chk; Dsgnr: JP #LC P14 sl§ �A FOQa\P X M- dkrFaee L=1.25 P=1.25 l� braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. 24-6-0 Rep Mbr ]dad 1.15 ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be. placed in any environment that 6 7 8 9 88-10-00 6-10-0� 10 8-10 8-10-0 15-8-0 24-6-0 // TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1%'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 14 i.,: / 1/11/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Circled and false r••.._ � � Scale: 5/32" - 1' H"(16 ga.), positioned per Joint Report. plates TOTAL 33 .0 pef ®r.� frame mates are positioned as shown above. L U SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Chk; Dsgnr: JP #LC P14 WG: ROIES etcmter Nante: ENDEAVOR TC Live 16.0 pef dkrFaee L=1.25 P=1.25 LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 10.0 pef Rep Mbr ]dad 1.15 ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be. placed in any environment that will cause the moisture content of the wood to exceed 1975 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1%'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead' 7 . 0 of P Desi ec UBC -97 4n SP SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest arril De£1 Ratio: L/240 'ICs 1,/240 Tp5.y0 Version T6.2 . 0 Paper Assoecuion (AFPA) is located it l l l 1 19111 Street, NW, Ste 800, Washington, DC 20036. TOTAL 33 .0 pef ob Name: ROTES =--= Joint I =t - t1 10- 0- 0 7 4- 0- 0 2 4-0-0 8 6-0-0 3 6-0-0 9 8-0-0 4 8- 0- 0 10 8- 6- 0 5 8- 6- 0 31 8- 6- 0 6 0- 0- 0 "H"(16 ga.), positioned per Joint Report. Circled plates and i 71C i 2x4 DFL #1 & Btr. BC Zx4 DFL #1 & Btr. (M SLK 2x4 DEL SD PLATE VALDE Ffit ICED MMbFCH REE= #1607. <It is assumed that one face of this truss < is sknathe wiplth CSB, wood bard < sidirrj or sidin3. If "rt, .< additiahal keds trust be artsidered on < rnh-math — beariiz3 f es. =use adeg n staples gable blxks . C l c teral bbracing (sSee Lateral 1 in l , ,P with the chords have not beech oonsi.dered tintless rioted otly-Twise. 7he3o 10i1&j sited tlirir inn otic» :tri^- t.lr: respahsibiiity of the building desig -car. 2-5-6 I0-3-14 1 Truss ID: M3 Plating spec : AISI/rPI - 1995 'THIS msIIN is THE C0vIF:'SrIE RESULT OF MLLTIPLE LSD CASES. f RfS UEMENIS shzi h are based acy on the truss material at each) Baring. PLAamz BASED CN t361N UPEER WLES. at verticals designed fcr axial loads ahly. Etzl verticals that are erta7ded above cr below the truss profile (if any) may reguxe additional design o=tsideraticn (by others) fon lateral fcroes due to wind or seismic loads on the building. 4-0-0 2-0-0 4-0-0 6-0-0 2 3 F3 00 2-0-0 8-0-0 I 1 DrwLr: r! 'haus truss is designed using the LBC -97 Cb3e. Bldg Eihclesed = Yes, End 2ahe = No H.tzrlc�/Cceah Line = No , Esj�Cate�Y = C Bldg 80.00ft, Bldg Width = 50.00ft, Mean roof heigiht = 21.07ft, 14PH = 80 Classification = 4, Dead Load = 17.0 psf 2.5-4 2-5-6 o a W 2 69 '` A * Ex .06 30 03 � NIL �P "� .^•: apt\f�F� 4-0-0 2-0-0, 2-0-0 /r� ., 4-0-0 6-0-0 8-0-0- � r N2/21 2000 'fYPICAL PLATE 1.5-3 Q� Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONT3SIUOWS�SUPPO} false Scale: 19/32" = 1' "H"(16 ga.), positioned per Joint Report. Circled plates and i frame plates are ositioned as shown above. WARNING Read notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 18. o B7DurFacs S �Afame all based by the component manufacturer and done This design is for an individual building component not truss system. It has been on specifications provided dimensional Dimensions are to be in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for accuracy. fabrication. The building designer must ascertain that the loads utilized on this Degnr: JF #LC = 9 R TC Live 16.0 psf L-1.25 P=1.25 `B LU SAR MFG verified by the component manufacturer and/or building designer prior to the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® L LC design meet or exceed braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherw se noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed bn any environment that TC Dead10.0 sf I' Bnd 1.15 will cause the moisture content of the wood to exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss inBC Live . .0 psf O.C. Spacing 2- 0- 0 ` TRUSWAL SYSTEMS 4445 Nordipark Dr., Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1'.- Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 psf Design Spec UBC -97 , Responsibilities, SUMMARY SHEET' by TPI. T�e Truss Plate Institute (PPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest ana • 33.0 Def1 Ratio: Ln/240 'IC: 14/240 Tp5.0 Version T6.2 . 0 Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. 1 TOTAL psf y,7A oo�a r _ i ca Ll �_� .;Y•+._.i4-y'ra-: a, -....._ _ r �'.�rR� .s1 _�._ r? wf�T t , ik•F �,y ��r�.'i r Fr ac � � ii �� %.� {<' � c � �+ SSS �� • f y , - 4 di� •.1' � i _ i' Fly 1'. 1 , � � �t�.. � � I tT I � ; j� fix- °�•° ��' � • 4 , cp j a F.Pel (r x i ` zj_ i A y,7A oo�a r _ i ca Ll �_� .;Y•+._.i4-y'ra-: a, -....._ _ r �'.�rR� .s1 _�._ r? wf�T t , ik•F �,y ��r�.'i r Fr ac � � ii �� %.� {<' � c � �+ SSS �� • f y , - 4 di� •.1' � i _ i' Fly 1'. 1 , � � �t�.. � � I tT I � ; j� fix- °�•° ��' � • 4 , ..00a .daS ILI .1� O � 0 U� ° o Sul PUMr DIVISION . BUtt M PLANOPROVAML Use: Date:91IA3405, Parking Landscorq. Other. Signature: ! ._.,...,�. Ira .daS ILI .1� O � 0 U� ° o Sul PUMr DIVISION . BUtt M PLANOPROVAML Use: Date:91IA3405, Parking Landscorq. Other. Signature: ! ._.,...,�. LA fi vet I 0 tet 0 N w n REORDER FROM CALIFORNIA SURVEYING i DRAFTING SUPPLY 1400-149.1414 r VBG 10I0c)— 3. ' t ,rte, l' a vl C. x L BI—COUNTY POOLS CONSTRUCTION, INC. 871 GARDEN HWY YUBA CITY, CA 95991 530-673-3786 Contractors License 720512 POOL SPECIFICATIONS SIZEt tT .�g 4ERIMETER _t'S AREA56_0sR, fl. DEPTH _ZTO__f_)l—VOLUME22, 0 GALS. CONSTRUCTION SPECIFICATIONS RAMP SHALLOW/DEEP SWIMOUTLi`� x _. LOVESEATIt, ..5!L °r WALKOUT _ x EXCAVATION (COPIyGIllf VER j FENCE: DOWN BY—'UP BY L� HOURS OF GRADING I LOADS TO DUMP STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq. it. STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI-VORTEX) RAISED BOND BEAM _ FT. x _ height RAISED BOND BEAM _.. FT. het hl DECK TIES TILE ltd COLOR OF PLASTER' CAP FOR BOND BEAM tit 'f CAP FOR RAISED BOND BEAM SPA _ x _ LENGTH •,F D'X7yl CAP FOR DAM,,.r+ SPILLWAY PLUMBING SPECIFICATIONS „SPECIFpICATIONS POOL: NO. OF RETURNS '" MAIN DRAIN SIZE `3 SIZE OF SUCTION LINE FROM SKIMMER SLIDE _ FILL LINE _.,. FOUNTAIN LINE _ ft. SOLAR HEAT 'T s _ POOL CLEANER REVERSE FLOW PLMG. _ DIV. BRD. _ PRONG JIG SPA MAIIIJ DRAIN SIZE _ NO. OF JETS LIGHT i_ RETURN —VALVE TYPE NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. (1") UTILITIES( ELECTRIC BY GAS BY BUTTE GOUNly POOL DECKING (CANTILEVERV---j ,.` [�� SQ. FT. TYPE FINISH BUILDRING DIVISION,, t FOOTINGS _�x�x_ MASTIq / DIVIDERS: TYPE ` - `1''F DRAINS APPROVED RISERS _ ft. ejoy V/ 9o,roll) THE UADERSIGNED APPROVES THIS WORKING PLAN AND ACKNOWLEDGES RECEIPT OF A COPY: A 11 p-x4i n 1, C YNr~6 -1 DESIGNED Kvv�ESPECIALLY FOR 2 I VY.- _ icy QSALESMAN ! I' l- HOME 2s'BUSINESS '510 DRAWN BY CHECKED BY POOL E.UIPMENT u FILTER: TYPE`r SIZE PUMP: TYPE SIZE HP HEATER: TYPE SIZE OO.TU BLOWER: TYPE SIZE AMPS POOL CLEANER TYPE SEPARATION TANK POOL ACCESSORIES LIGHTS: POOZ', - SPA _ LENSE KIT BOARD _ BOARD STANDARDS SLIDE STRT./LC/RC COLOR GRAB RAILS/STEPS _ N D ER _,HANDRAIL POOL CLEANER TYPE [7-0- Ya VACUUM HEAD AND _ FEET OF HOSE MAINTENANCE KIT AND POLE MAP BOOK PAGE: TRACT NUMBER: LOT NUMBER: MINIMUM REINFORCEMENT ALL WALLS AND FLOOR #3 IM IT O.C. EACH WAY MIN. VERT. REIN. #3 Q 12-O.C., FOR - ADDITIONAL VERT. REIN. (REFERRED TO AS ALTERNATE {ARS lab]) SEE --� SCHEDULE, TABLE 1) SHOTCRETE STEPS OR REIN. BENCHES AS NEEDED STANDARD HORIZ. I N3 a 12" O.C. rl )_ 6" FLOOR MAIN DRAIN, NO ADDTL I - i, THICKNESS REINF. NECESSARY 2' TO 5' RADIUS SEE �I-1 I I UNLESS DRAIN CAN IS USED. IF CANIS USED, RADIUS NOTE 14 EXTRA TRANSVERSE REINFORCEMENT- \ {END #3 AS SHOWN IN #3-10' LENGTH SPACED ON 1T CENTERS "DETAIL W. BETWEEN MAIN {ARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) BOND `,.- BREA .DECK SLAG 3 24" MAX. i" DETAIL D: 24" DETAIL A: TYPICAL LONGITUDINAL SECTION NOT TO SCALE POOL COVER VAULT NOT TO SCALE 'TOOL DEPTH" IN FEET VERT. REINF. SEE SCREW CAP, TO SE INSERT �. (AS MEASURED FROM SCHEDULE REMOVED AS POOL FLOOR REINFORCEMENT 2 - M3 {ARS MIN. 10 TOP OF RETAINED PTIONAL BOND IS DRAINED AS PER DETAIL A SPACED 2.5" SOIL, SEE NOTE 17) `(TMP ) (OR 1414 BAR) T �( L T BEAM PLACEMENT rq T 0 MIN. SOIL COVER r4" (TYPy 4.0' G" (w 2.0 !S"J 10" OVER DRAINAGE LU AAX, I 3" (TYP.) MAX. f^ COMPOSITE °PTH TYPICAL SPA T REINF. #3 @ 17' ;- j;, _-; - 1 17 SEE NOTE 1i FOR WHEN WALL \ / i O.C.E.W. _ 1 r DRAINAGE IS NECESSARY DRAINAGE COMPOSITE I 2 1 T. TO PERFORATED DRAIN PIPE T WRAPPED W1 DRAINAGE j fi"MIN. J - COMPOSITE FILTER FABRIC AND SLOPED TO DRAIN BY GRAVITY FLOOR REINF. IF LOWER BOND BEAM IS TAILS 18 IN. LAID CONT. FROM ELEVATED SPA OPTION USED, LAP UPPER REINF. - (EITHER DIRECTION, SPA TO POOLMIN. 19" W/ LOWER REINF. * UP OR DOWN) IF GREATER THAN B" WALL THICKNESS IS REQUIRED FOR AESTHETICS OR PLUMBING, A DOUBLE CURTAIN REIN. DETAIL I: SPA CONSISTING OF #3 @ IT O.C. EACH WAY SHOULD BE USED DETAIL J: RAISED BOND BEAM NOT TO SCALE NOT TO SCALE OPTIONAL ROCK r ,I PLACEMENT *24" "FOOL DEPTH" IN FEET MAX.' "FOOL DEPTH" IN FEET MORTAR MAX. (AS MEASURED FROM I I MEASURED FROM ROCK ON TO TOP OF RETAINED SOIL) ` i- ' TOP OF RETAINED SOIL) FOOL WALL - -„= i' 24"� L- MAX. 24" MAX. 1TO, 83 1T O.C.E.W .C.E.W.� i2 2 S. j * FOR GREATER HEIGHTS, E'l i --� ENGINEER SHOULD BE T�r _ 3`�._. CONTACTED. 3 Ll _-T WATERFALL NOTCHED BOND BEAM ROCK ON BOND BEAM NOT TO SCALE NOT TO SCALE NOT TO SCALE DETAIL L: ROCK WATER FEATURES NOT TO SCALE LID WATER 1(" TROUGH �i "POOL DEPTH" IN FEET 1T• MIN. (AS MEASURED FROM �" TOP OF RETAINED SOIL) _ MAX. 0 3„ = AT 3" 2" RADE i" MIN. TROUGH i" T MIN. WATER 1 OR ELEVATED 2 15" LAP 3 ...0 R... DETAIL E: SHEER DESCENT NOT TO SCALE ALTERNATE PLUMBING LOCATION j- AT IGRADE ELEVATED MOIST CURE SHELL FOR MIN. 7 DAYS 11 ' (TYP') "POOL DEPTH" IN FEET L(AS MEASURED FROM F e" TOP OF RETAINED SOIL) 0 �I �DJACENT 2 HOUSE FOOTINGS OR PROPERTY 3" MIN. (TYP.) LINES SEE NOTE 2 3 THICKNESS OF 4 SHOTCRETE (Is) SEE TABLE 1 5 1 12" {OND zfI_ U A BREAK {END DOWN TILE (in.) {OND SEAM Irl i -- � i„IMIN. {ARS D1 6"MIN. #3@12"O.C. 3" MIN. SHOTCRETE ALTERNATE LOCATION OF O ALL AROUND 4- 243 E.W. DETAIL B: CANTILEVER DECK ! DIAGONALS -L CORING EXPANSION JOINT - 1T 1.5 MIN. DETAIL F: LIGHT NICHE NOT TO SCALE EXPANSION JOINT 7 i TOP OF POOLFLOOR SCREW CAP, TO BE REMOVED AS POOL IS DRAINED ALTERNATE:SELF OPENING POOL PLUG �611 (TYP.) F 4., (TYP.)* " 1 / {AR -I {END AS B SEE NOTE 9 {OND zfI_ U A BREAK DECK SLA{ TILE (in.) a Irl i -- � i„IMIN. vI _ � D1 {OND BEAM REIN. 343 {ARS #3@12"O.C. (TYP. FOR ALL BOND BEAMS) BOTTOM IT �30"SQ.� ALTERNATE LOCATION OF O BOND BEAM BAR (TYR) 4- (TYR.) DETAIL B: CANTILEVER DECK ! NOT TO SCALE CORING EXPANSION JOINT TILE 11" DECK SLAB 1.5 MIN. 6„ (TYP.)L ft. NOT TO SCALE NOT TO SCALE 12 °C7 t 1T ft. 6.0 3" MIN. (TYP.) DETAIL C: COPING ft. NOT TO SCALE N3 @ 1T O.C. -L il3 � 1TO.C., 7.0 ft. SCREW CAP, TO BE REMOVED AS POOL IS DRAINED ALTERNATE:SELF OPENING POOL PLUG �611 (TYP.) F 4., (TYP.)* " 1 / {AR -I {END AS B TO PUMP ,,�• FEET (AS MEASURED zfI_ U A TIT TOP OF SHOWN (in.) a i.a 2"0 HYDROSTATIC � MAX. D1 RELIEF FIRE, #3@12"O.C. 9 3.(nID)- BOTTOM IT �30"SQ.� - O PERFORATED. ORO 4- MAx. 5.0 *4" GRAVEL BASE UNDER POOL FLOOR. ! 5 (SEE NOTE i WHEN NECESSARY) #3 6" O.C. 10 DETAIL H: 2.0' MIN. 7.0 DETAIL G: SKIMMER *ALTERNATIVE PRESSURE RELIEF SYSTEM ft. NOT TO SCALE NOT TO SCALE 12 VERT. i HOR. REIN. I DRAIN CAN ft. 4" "POOL DEPTH" IN FEET (AS MEASURED t 2.0' FROM TOP OF WATER FEATURE) (in.) a i.a #3 @ 12" O.C. MAX. D1 3.0 #3@12"O.C. 9 3.(nID)- 2- - 31S3- ! 4- MAx. 5.0 #3 12" O.C. ! 5 6.0 I (SEE TABLE 2) t (SEE TABLE 2) -{--1 - - VERT. i HOR. REIN. THIS I ' SIDE R3 OP I T O.C. VERT. IHORIZ. REIN. TABLE 2 VERT. i HOR. REIN. SIDE ( EE TABLE 2) S3@12"O.C. THIS SIDE #3 VERT. REIN. THIS 17' O.C. SIDE (SEE TABLE 2) VANISHING EDGE WALL SCHEDULE 4" EACH WAY H ($.a WALL HEIGHT VERTICAL t 2-#3 B" MAX.) H,R. HOR. REIN. THIS REINFORCEMENT (in.) B3 SIDE 83 17 O.C. 2.0 #3 @ 12" O.C. ! D1 3.0 #3@12"O.C. 9 3.(nID)- MAx. �( 3" (TMID > 8.9 4.0 #3 12" O.C. ! NORMAL MAx. 5.0 #3 12" O.C. ! EXPANSIVE 6.0 #3 6" O.C. 10 lT-i�� =- �7T 2.0' MIN. 7.0 #3 6" O.C. 11 ft. 9.0 #3 @ G" O.C. 12 VERT. i HOR. REIN. I 6.0 ft. 6.0 FOR TROUGH 7.0 ft. 7.0 N3 @ 1T O.C. -L il3 � 1TO.C., 7.0 ft. 8.0 ft. 2 -#3 1 i" LAP EACH END ft. I utilized as long as the maximum 11.0 foot depth of the plan is not exceeded B" r 1 depth, ft. ab4 is 5 -f 4.0' VERT. t HOR. TROUGH 6" J REIN. #3917O.C. *DETAIL N: VANISHING EDGE ' NOT TO SCALE ,-(r HOR. REIN. THIS SIDE #3 @ IT O.C. /-I- 2.0' MIN. . CARRY i" CENTERS OF VERT. REIN. TO 3.0' PAST RADIUS - TO PUMP 243 BARS BENT AS SHOWN EACH WAY AND 2" DIA. HYDROSTATIC LAPPED 1i" WITH FLOOR RELIEF FIFE, BOTTOM 1T r REINFORCEMENT, MIN. 3" PERFORATED. CLEARANCE FROM EARTH. �24" SO 1/4"-1" DRAIN ROCK OR O *4" GRAVEL BASE UNDER POOL FLOOR. (SEE NOTE i WHEN NECESSARY) DETAIL K: *HYDROSTATIC PRESSURE RELIEF SYSTEM NOT TO SCALE F-1 10" MIN. VERT. REIN. 3" 03 @ i" O.C. VERT. i HORIZ. REINF. W- 83 @ 12" O.C. HORIZ. REIN. 2 0'i 0' S3 @ 12" O.C. MAX. 2.9 MIN RADIUS -1 .m 2.0' MIN. (9.0' MAX.) - EMBEDMENT (SEE 1&0200) S 3" iI-18" LAP -I DETAIL M: FREESTANDING WALL NOT TO SCALE (SEE NOTE 20) BUTTE COUNTY BUILDING DIVISIO D- DEPTH OF LOOSE - SOIL (FILL) OR LACK AP Ii %-y V DEPTH SEE TABOF ADEQUATE SOIL SUPPORT. FOR LIE 3. AX // 71046 TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE Column -- Al A2 A3 1311 B2 B3 C1 C2 C3 D1 D2 D3 properties: Soil Category -- NORMAL EXPANSIVE 2 EXP. W/SL3 NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL 2.For adjacent structures: For footing distance (L) away from pool edge, add the Pool Depth -- 5.0 ft. 5.0 ft. 5.0 ft. 6.0 ft. 6.0 ft. 6.0 ft. 7.0 ft. 7.0 ft. 7.0 ft. 8.0 ft. 8.0 ft. 8.0 ft. I utilized as long as the maximum 11.0 foot depth of the plan is not exceeded 5. All reinforcement shall be grade 40, meeting ASTM A615 standards. Lap splices depth, ft. ab4 is 5 ab is ab is ab is ab is ab I IS ab is ab IS ab is ab is ab is ab is depth, ft. shall be installed under the pool floor. 0.0 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 7 0 6 0 6 0 7 0.0 0.5 0.5 1.0 1.0 1.5 1.5 2.5 0 0 0 0 0 0 2.5 1 1 1 1 1 1 1 2 3.0 --3.0 3.5 - - - _ -3.5 4.0 6 4.0 4.5 7 7 7 4.5 5.0 0 6 0 6 1 6 7 7 a 6 5.0 5.5 a 8 9 .7 7 5.5 6_0 _ 0 a 0 7 1_ 7 10 _7 a 6.0 _ 6.5 7 11 8 9 6.5 7.0 1 6 1 6 1 9 a 10 7.0 7.5 9 11 7.5 8.0 1 6 1 6 2 9 8.0 FLOOR 0 1 6 0 1 6 0 1 6 0 1 6 0 6 1 1 6 0 1 6 0 1 6 1 6 0 6 1 0 1 6 2 1 7 1 FLOOR Column -► E1 E2 E3 F1 F2 F3 G1 G2 G3 TABLE 1 FOOTNOTES 1. For use with normal (cohesionless) soil Soil Category --► NORMAL EXPANSIVE EXP. W/8L NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE E)((P. W/SL (see Note 1, General Notes). 2. For use with expansive (cohesive) soil or normal soil retaining ascending 2:1 slope. (see Note 1, General Notes) Pool Depth -► 9.0 ft. 9.0 ft. 9.0 fL 10.0 ft. 10.0 ft. 10.0 ft. 11.0 ft. 11.0 ft. 11.0 ft. depth, ft. ab is ab is ab is ab IS ab lab Is ab is ab IS I 8b71 tS 0.0 0 6 0 6 0 7 0 6 0 6 0 7 0 6 6 0 7 3. For use with expansive soil retaining on 0.5 ascending 2:1 slope. 1 0 (see Note 1, General Notes) 1.5 4. ab, Alternate Bars (1f of vertical alternate 2 o reinforcing bars, in addition to #3 O 12" o.c.). Extend eb bars to end of well/floor 2.5 0 0 0 0 0 0 0 0 0 radius except as noted under FLOOR 3.0 1 2 3 2 2 3_ 2 3 3 requirements, see note 6. _ 5.tS, Thickness of Shotcrete (minimum 3.5 Shotcrete thickness, inches). 4,0 6. Under "ab" column: 4.5 number indicates distance in feet 5.0 that alternate bars should extend 5.5 7 7 past the wall/floor radius. 8 7 7 Under _6Q _ _ _7 _ _7 number indicates thickness in 6.5 7 7 a 6 a 7 7 7 7 inches of floor shotcrete where 7.0 a 6 9 7 a a 7 7 a alternate bars extend past the 7.5 a 9 10 7 9 9 a 8 9 wall/floor radius. 8.0 a 9 12 a 10 9 9 9 10 7. For the "Exp./w Sl." soil category at the a.5 a 9 12 8 11 10 9 10 11 10.0 and 11.0 foot depths, all alternate bars [ab], should be #4 bars. 9.0 1_ 6 2_ 3_ 11 9 12 11 10 11 12 _ 9.5 _7 9 12 12 11 12 _13- 10.0 2 7 2 9 3 11 11 13 14 10.5t t 11 13 15 11.0 2 8 3 11 3 14 FLOORB 0 6 2 7 3 7 1 7 1 2 7 4 8 1 2 7 2 7 1 4 T a GENERAL NOTES -- 1.Normal soil assumed to have the following properties: i between the pipes end any parallel reinforcement. If metal piping is used and Equivalent fluid pressure= 35 pownds per cubic foot (PCF) I is placed in shotcrete, it shall be wrapped with visqueen or heavy brown paper, Unit Weight = 120 PCF I except where it passes perpendicularly through the shotcrete. Expansive soil assumed to have the hollowing properties: �10.Soil shall have minimum bearing value of 1000 psf, 1500 psf for freestanding Equivalent fluid pressure = 50 PICF I walls. Unit Weight = 125 PCF 111.Shotcrete shall be placed on or against firm native undisturbed soil. Expensive soil retaining an escending slope assumed to have the following112.If expansive soils (clays) are encountered, the sides and bottom of the pool properties: I excavation must be in moist condition immediately prior to placement of Equivalent fluid pressure = 85 P1CF shotcrete. Unit Weight = 125 PCF 113.If ascending slopes greater than 2:1 are encountered, the engineer should be The above stated equivalent fluid pressures for the indicated soil types are I contacted before proceeding. assumed values. Actual latera/ earth pressures can vary. Unless stated in I 114. Minimum radius for wall to floor transition for straight walls is as follows: writing, no on-site geotechnical onolysis was performed by our firm. We are quo/ified to provide geotechnical consultation on this project if desired. I Depth. ft • Min. Radius, ftDe ft Min. Radius, ft. 2.For adjacent structures: For footing distance (L) away from pool edge, add the 5.0 2.0 7.0 4.0 6.0 3,0 8.0 5.0 following increase in depth to the pool when determining reinforcement and shotcrete requirements from TABLE 1. 1 I *Exception: For pool walls up to 99.0' in height, the above minimum wall bottom L=0 to 1.9 ft., add 3.0 ft. to pool depth I radii may be reduced up to 2.0' at any location if either of the following pool L=2.0 to 4.9 ft., add 2.0 ft. to pool depth L=5.0 to 7.0 ft., add 1.0 ft., to pool depth I layout conditions exist: a) Curved freeform walls that have a plan radius of 10' or less. (For example, if the pool is 6.0 ft deep, use the 19.0 1 b) For straight walls if the location is within 8.0' of a pool corner. ft. steel schedule to build the pool.) 1 All iternote bars should extend to top of bond beam 115. All electrical shall be securely grounded before shotcrete is placed. 3. Shotcrete (wet or dry [commonly known as !unite]) shall be proportioned and 1 16. All applicable state and local laws and codes shall be followed. placed according to U.B.C. section 1924 and ACI 506. Cement to aggregate, in 117.The design assumption was made that the pool is empty all of the time, dry weight, shall not be less than five to one. I consequently any combination of pool depth and raised bond beam may be 4. Design based on 28 day compressive strength of 2500 psi. I utilized as long as the maximum 11.0 foot depth of the plan is not exceeded 5. All reinforcement shall be grade 40, meeting ASTM A615 standards. Lap splices (for example, a 4.0 foot raised bond beam and a 6.0 foot deep pool would shall be at least 40 bar diameters. All bends shall be sharp (min. clearance 1 utilize the 10.0 foot pool depth schedule). between parallel rein. bars is 2.5'). U.B.C. sections 1907, 1912, and 1924 shall 118 -If the raised bond beam portion exceeds 2.0' and serves as a retaining wall be used as a guideline. I for soil, the raised portion should have wall drainage installed as shown to 6. In areas where the steel reinforcement is forced together due to curvature of 1 prevent build-up of hydrostatic pressures. the wall, 1-#4 bar may be substituted for 2-#3 bars in order to maintain the minimum 2.5 inch spacing. 119.For freestanding wall applications, the base of the freestanding wall should 7.For areas where a ramp has been excavated and backfill is not compacted to a I extend into firm native soil (min. 1500 psf bearing) a min. of 2.0'. If this is not accomplished in the normal pool excavation, the engineer should be minimum of 90 percent of the maximum dry density of the ASTM D1557 1 Compaction Test, reinforcement should consist of #3 bars at 6 inch centers, each) contacted before proceeding. way (both horizontal and vertical). The extra horizontal reinforcement should 120. Site conditions that require the use of a freestanding wall usually involve extend 3 feet past the edge of the ramp excavation on either side. Shotcrete I construction of the pool on or near a descending slope. If the base of the cover over the reinforcement on the outside of the pool should be increased freestanding wall excavation is less than 7 feet horizontally from the face of a from 3 to 4 inches. 1 descending slope then the engineer should be contacted to determine in writing 8.If seepage resulting in ponding water is encountered in the excavation during I if a site specific soil Investigation is warranted. construction, hydrostatic pressure relief and 4" thick clean gravel base (1/4"-1") 121.Any condition not specifically covered in this plan or unusual conditions shall be installed under the pool floor. encoutered during excavation shall be brought to the attention of our office 9.Up to 2 inch diameter pipes may be placed in the lower outside corner of the I before proceeding. bond beam provided a minimum of 1.5 inch clearance is maintained (cont.) 122.PLAN IN COMPLIANCE WITH 2001 CALIFORNIA BUILDING CODE. VERT. REIN. .� Q' pF ESS /0 H H SEE TABLE 3 (8.(y MAX.) (i.(Y MAX.) RADIUS j�j ` tV� AN I SEE NOTE 14 031@ IT O.C., LAIDEACH END MIN. ti" III EXCAVATION GO SHOULD EXTEND DOWN VERTICAL FOR (p No. 446199 M 2.0' A MIN. DEPTH OF 2.0' � T 4„ BELOW LOOSE SOIL. d Exp. 3/06 THRU L= (SEE NOTE 19) *ffTn CNI1. c \* i., RADIUS REE STANDING BWALL SCHEDULE 'TLE3F OF CN```O�� T�, POOH f. M ft. D REINFORCEMENT "`]=911711,1 PLAN NOT VALID UNLESS BEARING 5.0 3 #3 12" O.C. 8.0 4 #312" O.C. AN ORIGINAL BLUE SIGNATURE � 7.0 5 #3 6" O.C. AUTH. SIGNATURES: 8.0 G #3 4" O.C. NEIL ANDERSON DETAIL 0: FREESTANDING WALL FOR INADEQUATE SOIL SUPPORT ROB HOLMER NOT TO SCALE NOAH SMITH Fee I Ii II