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040-590-007
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Qroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT 02-0910 ASSESSOR PARCEL NUMBER 040-590-007 ZONING BUILDING PERMIT OWNER Wolfe Brad & Diane TELEPHONE 345-2800 SO. FT. OCC. BUILDING VALUATION 447 My 5,811 -nnt . OWNERS MAILING ADDRESS 3060 Suite 100 Thorntree Chico CA 95970 134R 11 997656 00 CONTRACTOR'S NAME Owner TELEPHONE \� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 39-46 -00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 910-98 BUILDING ones Avenue J Energy Plan Checking Fee $ $ PERMIT FEE $ 55Y78 LOT � SUBDIVISION'S NAME 116-78 82 11-6-6 PARCEL MAP PLUMBING PERMIT Flirig Fee 20.00 USEOFSTRUCTURE 5.5 acre SF ❑ Duplex ❑ Mobilehome ❑ Other barn SPECIFY Each Trap 7.00 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: Ag building_ in f lood Zone Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 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.6 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: ❑ 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To +DDCA 46.00 NEW CONSTDWEVYD OR ADDNS. ( a WNG UP. ACC. BLDS. SO so 3.5¢FT: NEW HESID MULTI -OUTLET @7.50 R A PSINGOURET CIR. OWELEPPARATUS Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 BAL Q .50 Ex. Occup. .LITLEEDfB RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 67, 18 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date `7' / �, �G Z— Si a of Applicant - Owner ❑ Contractor ❑ Agent' An OSHA permit is required for excavations over 5'0" deep and demolition or constructionof structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oc CONST. TYPE TOTL FEE , VN yeZ. D. FEES P O CZ D •SS This permit is hereby issued under the of the Butte County Code and/or iado for vyhich fees have BOO PERMIT EXPIRES ON v applicable provisions Resolutions to do work been paid. at 03 Dete FReceipt No. wHITE•D.D.S.-B. D. CAN Y -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,� : .. , _._,.,Y.F.:;.-..--,zsr..a-^g'sRlAl�f�F*.'w•"-n...c ,.e..#�.n..^�'sw7n7c ; •r•�+'�,.n ,ter , ... COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: R` / G ASSESSOR PARCEL NUMBER O / Proposed Building Use: l �`� / Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the., plans. 13.7. Complete plans, 3 or 4 sets, signed by the preparer of the plans.Engineered plans, 3 or 4 sets, with wet signature. on plans AND 2sets.of.stamped and signedcalculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or:foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.......P-7❑ 9. Plot plan and business license approval from the City of Biggs ...........................71�V=7c::70 . ' 2 ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form tilled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed..toll issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet. . a'.... .... /................. ❑ 0. Statement of Intent for Nod -heated and A/C Buildings ..... ........................................ Sanitation and plot plan approval from the Environmental Health Department in tr ED 17. City of Chico Plumbing permit .........:....: .....::`..........:. ,....,................................. ,..,, ❑ 18. California Department of Forestry plan, approval. 0 paid; Sent by: ...................... ❑ 19. Planning approval for (A) Use`: 'C31t (]])Parking: (C) Parcel Check: ZI _10 —orz— ❑ 20. Contact Land Devel6pment about ❑.Improvements, ❑ Drainage ................................ ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for • • required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 2 Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ...........................A"V.. ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... W0. Grant Deed, ❑ M.H.Title/Statement of Facts, ❑ Letter frm Legal Owner, Q Check �to"H" H.C.D. $ Other: en issued Telephon old for pickup. I have been informed of the above items and requirements for obtaining a building permit. N. Applic Date: 1. Index permit application for the above items numbered: Ian Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, `ms�`s advised of the a ove ata b ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: i/�� Date: Z Plans approved by: Date: Structural reviewed by: �[ Date: Structural approved by: Date: p Note transfer by: Date: Yellow: Building Division a APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Nuclear Density Testing Report. Per ASTM 1557 TESTING AND INSPECTION Client: Wolfe Electric Address: 3060 Thorntree Drive, Suite 100 City, State: Chico, CA 95973 Attn: Brad Wolfe Project: Wolfe Electric Building Pad Soil Description: Red Brown Sandy Clayey Silt w/ Small Cobbles Report Seq. No. Page: 1 of 1 Date: 5/3/02 Tech: B. Steele Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Densitv Xi : Moisture Xi : Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 124.6 Opt. Moist. Content: 13.5 90% Test # Test Depth Location: Building Pad (Garage) Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 4" Building Pad, Southwest Corner FPG 122.0 8.3 113.6 7.3 92% PASS 2,4" Building Pad, Northwest Corner FPG 129.2 16.8 112.41 15.0 91% PASS 3 4" Building Pad, Northeast Corner FPG 135.3 16.0 119.2 13.4 96% PASS 44" Building Pad, Southeast Corner FPG 135.2 14.7 120.5 12.2 97% PASS REPORT: Arrived at jobsite at 1400 hrs. to perform compaction testing of the Garage Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Copies to: Reviewed J. 3060Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Air APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Nuclear Densitv Testina Resort. Per ASTM 1557 TESTING AND INSPECTION Client: Wolfe Electric Address: 3060 Thorntree Drive, Suite 100 City, state: Chico, CA 95973 Attn: Brad Wolfe Project: Wolfe Electric Building Pad Soil Description: Red Brown Sandy Clayey Silt w/ Small Cobbles Report Seq. No. 2 Page: 1 of 1 Date: 5/6/02 Tech: B. Steele Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 124.6 Opt. Moist. Content: 13.5 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 5 4" Building Pad, Northwest Corner FPG 135.2 17.4 117.7 14.8 95% PASS 6,4" Building Pad,Northeast Corner FPG 129.9 13.4 116.5 11.5 94% PASS 7 4" Building Pad, Southeast Corner FPG 130.3 16.4 113.9 14.4 92% PASS 8 4" Buildin Pad, Southwest Corner FPG 129.7 15.2 114.6 13.2 92% PASS REPORT: Arrived at jobsite at 1430 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Copies to: Reviewed 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: . Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 122.0 121.0 Z 120.0 CL 119.0 .y C 118.0 0 117.0 116.0 115.0 Wolfe. Electric 3060 Thorntree Drive, Suite 100 Chico, CA 95973 Brad Wolfe Wolfe Electric Building Pad Red Brown Sandy Clayey Silt w/ Small Cobbles Jobsite N/0 1 2 3 4 -100 0 100 7155 7375 7262 2716 2716 2716 4439 4659 4546 130.5 137.0 '133.7 117.1 120.8 115.4 1 2 3 4 977.9 1072.7 886.7 885.8 956.5 777.6 84.0 86.1 86.0 801.8 870.4. 691.6 92.11 116.21 109.1 11.5%1 13.4%1 15.8% TESTING AND INSPECTION Sample No: T-1 Date: 2 -May -02 Tech: B. Carter 2 Sample Weight: 15,000 grams Rock Correction' ASTM D4718 Total sample wt: 54.95 +3/4 rock wt: 6.5 % of +3/4 rock: 11.8% Specific Gravity of +3/4: 2.60 Rock adj. density: 124.6 _ -9925.6x2 + 2668.1 x - 58.459 R2 = 1 119.0% 10.0% 11.0% 12.0% 13.0% 14.0% '15.0% 16.0%: 17.0% 18:0% Moisture Content (% of dry weight) Max density from curve: 1120.8- Max 20.8Max adjusted density: 124.6 pcf This test was performed per ASTM 1557 Optimum moisture'--� 3.5% Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 FROM WOLFE ELECTRIC - CHICO CA. PHONE NO. : 9163450993 Jun. 03 2002 07:04AM P6 IKO!ff k� } Elec�rie Brad Wolfe St�icr 1998 • Owner Fax Transmittal Sheet To: ;Rze, Attention: ,L�?,�„� ' Phone: g¢/ t 7Z -7 Fax: r -G s��z From: t12,� Re: gkf //� Date:_ ��,o � Pages including cover sheet IF YOU DO NOT RECEIVE i'HB NUMBER OF PAGES AS NOTED ABOVE, PLEASE CALL US AT (530) 345-2800 WOLFE ELECTRIC 3060 Thorntree Dr. Ste: 100 Chico, CA 95973 PHONE (530) 345-2800 - FAX (530) 345-0993 '0M : WOLFE ELECTRIC - CHICO CA. PHONE NO. : 9163450993 b PLOT PL �}� $QAD � �iNNE LCJ�OCFC Ap# o4o- 590 =00?- 000 Lot # 7 JZA?i4m Sugoivi4ioN Jun. 03 2002 07:04AM P7 ieGi/erNl/AL ssYBXx 67 Po¢ie ble � � i .... -........ z cC+ACN F/cac � Poet, 1 1 � 1 I 1 G%✓ a � � � � WELL .. Apia T Nr I M DU S< 100' V 4 -- ' � vbir ........ .......__.......... - .........._......... loNFS ASE• 1\ seA�e ' t • PROPOSED USE: (check only one box) I. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop l ❑ Home Occupancy, ❑ Other — Use 1. Describe type of Wor" 2. Must be approved by the Bute county Planting Division. t - Explanations: This area is foc explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: x� Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of/this information if or when the property is offered for sale. Owner's Name: Please Print Owner's Si Date: 2 of 2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: z/ �f Phone: 225'-�Idq S Mailing Address 5/IF D Site Address: Assessor's Parcel Number: !�" t� % Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL ILNFORrIATION: 1. Is there a primary dwelling on the property? YesZ) No ❑ 2. Is the structure already built, under construction, or under notice of code violation? YjOS No 91gNO 3. Will items produced in this building be offered for sale? Yes El No t. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No JD SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ NoEl 7. Is any portion of the structure located closer titan 20' to your front property line? Yes ❑ No El 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No S 11. Will this building be heated or cooled? Yes ❑ No 91 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ Nom. 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? OVER 1 of 2 COUNTY OF BUTTE-DEPARTMENT,605P01OPMENT SERVICES -BUILDING DIVISION r V 7 County Center Drive, Oroville, CA15965 Phone (530)538-7541 Fax (530)538-2140 r�. , "'°�; '• PERMIT APPLICATION DATA SHEET Y OWNER �A VASSESSOR PARCEL NUMBER Proposed Budipg Use: ti' Counter Technician: i� Date: It required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans Engineered plans, 3 or 4 sets, with wet signature on plans AN • 2 sets of stamped and signed calculations. *Engineered truss details and layouts in duplicate. No faxes! Energy.compliance design and supporting documentation in duplicate. Manufactured -homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tice down or ' foundation plans, all in duplicate. r Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculatioris in triplicate, (C) Elevation views in tr`splicate. (D) Floor ,plans in triplicate. All of these must be stamped and wei-signed by the engineer. Item`s required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received i By m. 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ *0 9. Plot plan and business license approval'from the City of Biggs .................................... .. ❑ 10. Letter of intent for non-residential buildings...'., ...................................................... ❑� 1. Detached Accessory Building Form'Tilled out by the owner .............................:....... ❑' 12. Hazardous Materia1F6rm.s........:........................................................... ❑ :13. Other Re a:ning'items-needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14'.', Fee shown on the attached Schedule of Fees Due Sheet ....................................... 21 .0 ❑ X15 tatd•ment of Intent for Non -heated and A/C Buildings .................................... QVkSanitation and plot plan approval from the Environmental Health Department in ❑ 17. Cr of Chico Plumbing permit........................................................................ ❑ 1 . alifornia Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: 0410 (B)Parking: (C) Parcel Check: ❑� � Contact Land Development about ❑Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval'prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 1 ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ Q5:: Letter of Signature authorization...........................:........................................ g '27. Recorded copy of Agricultural Acknowledgment Statement .................................... oar " ❑ 28. Manufactured home utility clearance............................................................... �• ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑>M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of, the above.items and requirements for obtaining a building permit. Applicant: Date�"S�u' 1. Index permit application for the above items numbered: ; Z Plan Chec7Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the above data by 0v phone, ❑ mail, ❑ couM Date: Plans reviewed by: Date: (.0 rj • �2. Plans approved by: Date: ' Structural reviewed by: Date: Structural approved by: KF6 Date: 6/1 8/0Z- Note O2Note transfer by: Date: Yellow: Building Division �aW E.H. use ONLY Pilot Plan Artachad Fl s.ulan Atta$hqd S.D. r T0. Building Department 2 FROM: Environmiental Health J SUBJECT: Sanitation Clearance aA00-1 Owner Location AP# Plan Approved for: Sewage Disposal r Water Supply: Public Private Well Clearance for dwelling. Other old final for: 1 Fn -clearance O.K. for: v NOTE: Environmental Health Specialist 8/96 A 33 Date Dec 17 02 11:38a p.2 I OWNER -BUILDER VERIFICATION -1 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. �I personally plan to provide the major labor and materials for construction of the proposed roperty im rovement :YES . NO E3C�2J HAYF HAVE NOT signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ C ec . ADDRESS: e2/e, CITY:_ PHONE: - U 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: NAI E: 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: � � PROPERTYOWNER7`-' S9C-�A�S ifi1ti�E�:— . DATE: NOTE: This Owner -Builder Verification is required by Section 198.1 and 19832 of the California Health and Safety Code. T11is verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a p.I 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 Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law. contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownetbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by 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. !d&rel •r Micha 1 C. Vieita, C.B.O. Manager. Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Name IWOLFE BRADLEY V& E DIANE Addrl 13060 THORNTREE DR STE 100 Addr2 I CHICO CA 95973-9501 Addr3 Addr4 Comments WAS 040 070 010, 017, 020 & 040180 Creating D oc#1 1989R S 116-78 Date 111 /06/1989 Current D oc# 2002R 0014151 Date 03/20/2002 Killing Doc# Date[ Asmt D esc LOT 7 J U G U M SUB S uplCnt F Zoning I D well F Acres/Sq Ft 15.5 ..6jN /C 040 Asmt # 040-590-007-050 Fee # 040-590-007-000 Status JACTIVE Status Date 111/06/1989 Tax 000 INORMAL OWNERSHIP TRA 1070-002 Situs F9850 JONES AVE DURHAM Base D k 12/31 /2002 Timber Preserve AgPres Etal N otes Bonds Multi Situs Flag1 Flagg 910 M H Asmt PP Pen Tax PP Pen Appeal Pending T Split Pending Land S tructure Fixtures G rowing Total L&I Fix. RP ISH PP PP Exempt 61,668 0 0 5,684 67,352 0 0 0 0 Net 67,352 R/C#j T/R DtI — R!CStat PHY I OWN I EXP I 1AX I H O N I ,STT I all I APR I PCL I npi Find 151 A 1 1 . -1 15 1-1 -1 V' Ann -n n d-�- 4 4 A L J G M1� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2002-00238e - Recorded Official Records I REC FEE 10.00 I CONFORM County Of .00 I COPIES 1.50 BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Myles O3:26PN 09 -May -2002 I 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 ta,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 1-1-152-0 Z, . PROPERTY OWNERS: �✓ley �/• G�// State of California ) County of Butte ) On April 19, 2002 before me, Rhonda Lynn McCarthy. Notary Public personally appeared Brad V Wolfe Dersonally known to me to be the person(g) whose nameM is/Me subscribed to the within instrument and acknowledged to me that h40XfflC4Kexecuted the same in his/hI ififfKauthorized ca acit p y1, and that by his/Je$htlreft signature(s) on the instrument, the person(g) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNE S y and and Ici aL Signatu eal: co ,. RHONDA LYNN MC CARTHY COMM. # 1251404 D �NOTARY PUBLIC -CALIFORNIA Q COUNTY OF BUTTE A.P #'040-590-007 Comm. Expires Jan. 24. 2004 w (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California` 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 02-0931 PERMIT NO. ASSESSOR PARCEL NUMBER 040-590-007 ZONING A20 BUILDING PERMIT OWNER Wolfe, Brad and Diane TELEPHONE 345-2800 SO. FT. OCC. BUILDING VALUATION 3877 2097358.00 OWNERS MAILING ADDRESS 3060 Thorntree Suite 5 Chico CA 95973 1019 Qgr 13,247-00 CONTRACTOR'S NAME TELEPHONE CONTRAC O NG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 241 253.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $1136.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 738.73 BUILDING ADDRESS 9850 Jones Ave Durham Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1918.23 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF)p Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 18 7.00 126.00. Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15-00 TYPE OF WORK Newel Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 4bd Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service . ' OR LESS 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.PSING 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. 1, as owner of the property, am exclusively contracting with licensed contractors S to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR AD DNS. ( a ACC. BLDS. 35¢x; s . . 171-9 NOµAoSIIDDT. BRANCH CIRCUITS MULTI -OUTLET @7,50 a E OUTLEr OWERLAPPARATUCIR.S Ex. Occup. OUTLET OR FD(TURES 20 @''50 BAL @ .50 Ex. Occup. DflxUT>Frs ALNS OR F, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 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. ❑ 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation Gas fir-plaeg PERMIT FEE 2- L5 $ Policy Number (rhe 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 provisions. X Date ZlYg -0 "7-- Sig (cant - ❑ Own6f ❑ Contractor ❑ Agefit An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOT FEE $ 0 IMP O Co I PC145 E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date V 2� De 16) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i v NMES um 0 Ccs 7 t' RESIDENTIAL o40-590-007 02=093i"` Wolfe,Brad&Dian 1 9850 Jones Ave. -Durham NSF ( kn,AQ Ca i OFFICE COPY Address GAS Date Meter By ELECT IC Date t Meter By �! J ` SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. *(� -FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT_ CONDITIONS SUB -STANDARD -HOUSING LETTER Ll�OFFICEPY- Address GAS Date Meter By ELECTRIC Date //i 9v Meter By - JOB FINALED (Date) 2--13.03 Signature A naves OK 0 = Not OK `•) 1 ' f ;� = Not Applicable ' MOBILE HOMES - , �.. MISCELLANEOUS = NotReady Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Shthg.-Frg-Bracing ' 6. Gas; Location -Test -Wrap;-/ /" L'ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /'Nat. or / /"L"ft./ PLPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frm9•. Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh t 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector 1 Date FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip: -Heater 12. Permanent Foundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 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 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Si Date nderfloor (Plans) OK except #'s 24. Zp ing-Setbacks- Ease ments- food -Slope 2b, 51g., Main; Soils-Elec. G .-/ /" Fig. Depth 2 F g., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 2 Porches & Decks; Soils -Steel-/ P' Fig. Depth �'�Memwalls, Main; Sfeel- Blockouts-Wrapped 2 walls, Garage; Steel-Blockouts-Wrapped 2 Hold Downs and Special Anchors 55,1!5d2,4indov,s 7. Slab teel-Wrapped &,,m -Fireplace Ftg.-Steel arage Fire Protection Framing 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 52. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test t.ors-One 3' -Check Garage 3rd Story, 2 Exits 12. Electric Underground 5 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies won Roof Overhang -Attic Vents -Rafter Outriggers i 15. Access & Ventilation 5 . 16. Insulation 5 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P ING (Permit) OK except #'s ce Interior/Exterior Wall Panels Ins tion -Walls -Ceilings 11-S1ate ir.; Vent -Access -Combustion Air Baffle ipe; Test & Anchor -Nail Protection `✓vlN (" V.; Test Fittings & Anchor -Nail Protection Sho -P n-, Test, First Floor -Tub Access e ub & Shower, Second Floor -Tub Access Gas Pipe: Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s FRAMING (Continued) Fixture Transformer Clearance -Ins. Protection 24. e'c Rdceplacies Spacing -Lights & Switches at Doors 2b, ize xes & No. of Conductors Stapled 2 omex Ins ailed Close to Edge of Studs & C.J. 2 i . round made up w/Mech Fasteners -Bond Gas & Water 2 Ap nce Circuits in Kitchen & Conductor Size GFI 2 ubf ire Size / / ga. Cu o A.C: Wire Size / / g?CTor At 55,1!5d2,4indov,s ange C' e / f o / ga� AI -Oven Circ. / / ga or At Ins ed Neutral es ❑ No e e- er Conductors & Ground Main Disconnect arage Fire Protection Framing Eo Clearances Panels-Motors-Mech. Equip. thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M H ICAL (Permit) OK except #'s 3 A. . D is Insulation & Support F n, Exhaust above insulation C densate Drain & Overflow, Size & Grade ur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 3LXttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date ING (Permit) OK except #'s S' Proper Materials & Anchors alls St Nailing Spacing & Braces -Plates -Sound r' g Walls over Girders & Floor Nailing QrPea_ftXop in Walls (rat proof) F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing ngle & Duplex) Date FRAMING (Continued) 6. H gers-Post Caps -Anchors -Connectors Clin . Jc_ -Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring. 4 it ace Ties or Type A Flue -Fireplace Throat Clearance . Atti cce s; Size & Romex Protection -Draft Stop -Ins. Baffles 55,1!5d2,4indov,s or Exiting Doors -Sill Ht. & Dimensions 5 • arage Fire Protection Framing 52. Property Line Firewall & Openings 5 t.ors-One 3' -Check Garage 3rd Story, 2 Exits 5 airs' dth-Headroom-Rise-Run-Landing-Fire Protection 5 won Roof Overhang -Attic Vents -Rafter Outriggers i –ucc 5 . iding-Nailing Veneer h -Drip Screed -Fd. Vents-Underflr. Access 5 zing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. ce Interior/Exterior Wall Panels Ins tion -Walls -Ceilings Date// Card B-1 Date Card B-1 Date �f ,Z Card B-1 Date Card B-1 Date r� FINXL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector _6e Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection §f_!. edroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa �A/Elec. Trim & Subpanel, Breaker Sizes & Labels -Iff."Slairs & Rails 767 Fireplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 3. Elec. Outlets & Receptacles at Kit. Counter y6Garage 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 Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7 . Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps . Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 8 . Fo ing Instld./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No tucco Brown -Finish 8'e.' A.C. Unit Disconnect, Electrical -Plumbing gVyents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings V Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Be Ventilation Throughout House 80/GIass Protection 0rrections fro Previous Inspections Gas Test-.maeers Tagged, Gas -Electric gjnter & Sewer Connected -C/O to Grade -HD Approval Ffbrgy Compliance Certificate -Other Certificates Address Posted Date / 03 Card B-1 ate Card B-1 Date Car Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • 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 4 CORRECTION `NOTICE -01-3 t 'r OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and s Id be corrected. Please notice this office when correction of work is .. completed. If you ve any questions pertaining to this matter, or need additional explanation, please contact ;7s office immediately. Date / " REV 10/92 f 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 zj OL Fc:' C7•31 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. t- /!?•/ i L �✓ i7N Al ,1 } IN Date �Ur Ot Inspector REV 10/92 �v f f:. i r �h 4'f IN Date �Ur Ot Inspector REV 10/92 �v 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'-, C A routine inspection above address and completed. If you h please contact thiV 4'. PERMIT NO - cates that the following violations of butte county Ordinances exist at the uld be corrected. Please notice this office when correction of work is any questions pertaining to this matter, or need additional explanation, e immediately. e -le 7 i -- .y --1 TO: FROM: DATE: 0�1 INTER -DEPARTMENTAL MEMORANDUM �J J ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: ` C��®!C'lC�. ry SEPTIC: WELL: AP#: 0- SW 2 ADDRESS/LOCATION: aowz�s Comments: GL/memostreleasehold 1 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 t CORRECTION NOTICE • 097/ 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. .4` Y L � ` COUNTY OF.BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ''SCHEDULE OF FEES DUE OWNER 1J(�/�`(� n�ti WJ A.P. # 0% PROPP1. BUILDING USE 3tL � DATE RECEIPT # DATE REC. UILDING PERMIT FEES 2 �Z Balance Due ...................... $ I 0 Additional Fees Due ................. $ Additional Fees Due ................. $ / Revised Plan Checking Fee ........... . .$ V3.SHERIFF HOOL DISTRICT FEES d at District Office) (Available after Plan Check) FEES (paid at Building Divtsio ) /a Residential ...................... x $360.00 = $ 3 -/1 r -�•y Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. —E�/e 4/�?1Yf�r•.� 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit 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. DATE 27J--dZ 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District /� Building Department No. A.P. Number 0�0-59 0 007 Jurisdiction: 0 City County Property Gruner Property Location/Ac Subdivision Residential Development No of Living \Mobile Home Units r Installation Commercial/Industrial New Addition Building Department Representative Lot No. .................................................................................................................... p l — s Sq. Footage Q (J Addition/ *Supplemental to (Group R) Conversion Permit # ''(No`foundation inspection)I t ..................................:.............................................................................. Sq. Footage (Including Exterior Roofed Areas) Date moor rianss reviewed uy Jcnooi uistnct versonneii District Identification No. 4, .Z 06 A Rllt 'm VA//F/4-D School District certifies that ,&,,eg (Applicant) r /4uE 3qs -.� goo (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with'the requirements of Resolution No. representing 3 8 7 7 square feet. School District Representative Paid by Check # / Remarks: Q ,Z by payment of $ a o2 9 to 7 S AB 2926 $ FULL MITIGATION $ Date A 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 by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm V^'ra «i�C7' � .Ce.:�;f,'Tt".*yNy '4 Y•• � /'�%CyyT•iA- :� �e � _-� •,�,� . , n ' ,r ': •..a� r w. <.• .•�i�R'°6'j�{Yt%.`�wlr�t"�i/:N1+'�.1"'•r�'�"'^"'r''!�fr,^'""' Lit- �ti R BUTTE COUNTY PARK FACILITY EE -PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK -DISTRICT Assessor. Parcel Number (s): 40 - 5 �'/ o -7 Property Owner (s): Project Location/Address: Subdivison Name: Assessable Square Footage:. -J' V-7 Type of Residential Development (check one): New Development Afteration/Addition Mobile Home (s) Non -Residential to Residential_ .s Comments: i g Building Division Repre. ntative Date. Durham Recreation and Park District (DRPD) certifies that N ' .Brad Wo I �-P' 45 - 2 8 Q 0 Applicant Name Applicant Phone Number Street Address City State Zip Code -has complied with the requirements of the Buttelbounty Board;(of Supervisors. Resolution No. 93.- 114"by payment for 3 , square feet at $ 1.04 per square foot for a total payment 016 of $ y, X32 v k�ohj Zo 102, D Pb Representative Date PAID BY CHECK No.: (� Remarks: BANK No.: 90- X12 0Z , PAID BY CASH: RECEIPT No.: I S y N O DISTRIBUTION: WHITE- APPLICANT . ;PINK - DRPD YELLOW. BUTTE CO.'BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 LJAf14 (Rev. 12/96) APPLICATION AND PERMIT 6i C,3 ASSESSOR PARCEL NUMBER 040-590-007 ZONINGBUILDING - 20 PERMIT OWNER WOLFE BRAD TELEPHONE 345-2800 SO. FT. OCC. BUILDING VALUATION P_ 20innn-no . OWNERS MA'UNG ADDRESS 9JONES AVE. DURHAM CA. 95973 E850 CONTRACTOR'S ADONIS POOLS NE CONTRACTORS MAILING ADDRESS 12 PHEASANT RUN CT. CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20,0 0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 23.00 BUILDING AD 9850 JONES AVE. DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ 250.00 LAT NO. SUBDIVISIONS NAME I JM PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome YD Other POOL SPECIFY - Solar or heat um water heater 23.00 Water piping 15.00 15.0( Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 10 Describe Work: IN GROUND POOL MASTER 71 507-9/7 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 35.00 FLOOD' AE 0520C ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.."A OR LESS 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.FowER 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 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3 — FT. �µp °,pT MULTI-OUTLETCIRCUITS @7.50 APPARATUS a SINGLE OUTLET Cw. OUTLET OR F°cruREs Ex. Occup.BAL 20 @ 1•00 o .so FIXED Ex. Occup. ..APP UTrsP°.R., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 pool electric 0.00 PERMIT FEE $ 5 0.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 provisions. _ X Date _ S• Applicant - wner❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 335.00 HA2. D. IMP FLOOD AE CDF -- PARc�L PD/ HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By AK"e--, PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. r� D to 1116 Ip Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FROM,,,: WOLFE ELECTRIC - CHICO PHONE NO. : 9163450993 Jun. 18 2002 08:48AM P3 PLAN REVIEW RESP0I0E F In order to expedite the review of your pl M please QpBgp�p the ORM this form is art Complete, as too all oortrocdoa i aro will art be� moa aad :Mara thio form with your re samitt �'oM td �y item Mquested In our pig, oocaottioa kaw. mcp your mill for t+evitw. I� m e response to each item WA the loctem where the � cm � as Me ~cdcsered a valid respoast, p owMeiA THIS FORM 70 A C10PY OF Not PIAN WOW RS NAME.AND RE1ugN WrIH REV1SED AND ORS pLqm DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 04 0 - -5 91(c) O d 2, RESPONSE W PLAN CHECK LETTER OATFD- J,z-- ISE BY: LOG ?Lo 0-.- p 14 ..., PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: !jL4 Z s'1 C s ✓ G/C L.� kAe ✓4 I - It kt=Ba t ✓ PLAN CHECK REM q RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: -5;— Cie` �QI�(MlgNTS: St C - D 4 '^ ,5�E! C.,& • • PROJECT PROCESSING RECORD Applicant: �Ql �� Owner: A.P. #: b40-- 5 90 -007 Permit #: O oq - 017 Work Description: Date Description of Step or Status t-0At�-t -10 June 18, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Brad and Diane Wolfe 3060 Thorntree Lane Suite 100 Chico, CA 95973 Assessor Parcel Number: 040-590-007 Building Permit Number: 02-0931 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: J.! Provide an emergency egress window in the room that is labeled as a den. It contains a closet and is considered a bedroom. Because the wall between the house and the garage is a bearing wall, and the firewall cannot be carried to the roof sheathing for a complete separation, all walls and ceiling will be required to be sheathed with 5/8`"'s Type X sheet rock. Sheet rock must be located one foot above the base flood elevation. Your parcel map requires that you submit a noise study that will need to show how an interior, maximum noise level of 45db can be provided. yl! Flood elevation certificate has been filled out incorrectly. Conditions on the lot, such as fill, and construction methods for the foundation need to be coordinated between the engineer filling out the certificate and the architect for the plans. Currently, the plans show the garage as below flood level and the house elevated and the certificate shows the garage elevated and the house below flood. Total area of permanent openings is incorrect for the size of the garage and they are not shown on the foundation plan. Number of permanent openings is incorrect. Top of the bottom floor must be one foot above the base flood elevation. Please coordinate the drawings and the flood elevation certificate. Provide the height of stemwalls for this project and provide a compaction report by a licensed professional if an elevated pad has been provided. Provide manufacturer's specifications for the pump and timer for the recirculation hot water system. All water piping for the recirculation system must be insulated and should be so noted on the plans. STRUCTURAL COMMENTS: None 1 of 2 • 0 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner Philo Hunt, P.E. Plan Check Engineer 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEX AND MISCELLANEOUS ONLY Owner: � 201 fe, Building Permit Number Plans Examiner: Martha Christy A. P. Number: Co qO 5-'q0 —n00 -0 GENERAL: —pe�od ei 1. Zoning requirements - (number of permitted living units).?% CZE 2. Plans signed by the designer. � ' t' d . 3. Proper description of work on the application./.p� 4. Existing violations on the property. %" 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yard, easements, etc. f e/YI or or, . Other buildings or strictures. �uo-1 GC c(-, 4. Grading, fills and/or drainage. Flood hazard. Special 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: 1. 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). (�04 I 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear openable 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). .-3." 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 aroiection 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). l� GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). yd Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 6.) Garage 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). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page I aA� �rn � 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. 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). "STRUCTURAL 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. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. y 6. Elevations and wall construction details complete enough to construct building. �V 7. Roof construction details complete enough to construct building. !� B 8. Fireplace construction details and calculations if necessary. v � U 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total et 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. 17. 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: 1. Stairway details - landings, rise and nun, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy.. design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDINPERMIT REQUIREMENTS: 1. ❑ AKA 2. Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 d o97y TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY 'Fiat Plan Anachad Roar ManA lead SOftt t8�.0. / r](w-aC WUC�q� Owner Location ...• . Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: ` Final. clearance O.K. for: NOTE: 8/96 *Department of Development May 31, 2002 'Brad and Diane Wolfe 3060 Thorntree, Suite 100 Chico, CA 95973 Assessor Parcel Number: 40-590-007 Building Permit Number: 02-0930 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please provide accurate plot plans. You have arrows pointing from building to building on the property. I do not know which building goes with the Ag building plans and if the buildings are in the correct location. There is a 100 -foot setback along the south property line. Your other side and rear setbacks are 25 feet. Please show that all structures are located out of these setbacks. 2. Please provide a floor plan of the building, to scale. Show all openings, etc. ST UCTURAL COMMENTS: V Please provide details on the plans specifying how the building will be constructed at or above the regulatory flood elevation. The Flood Elevation Certificate indicates that the slab floor must be elevated 2.15 feet above the lowest adjacent grade. \jvftrwrp GoNI h �T�r`1 O 12r 1;= VZ- Sul uol N G PAWS 1n24:aM PWU L-W T,S-t-I % If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. I Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Janos Boros, P.E., ZJS Engineering Services, Inc. 1 of 1 PRGPOSAUCONTRACT - MATERIALS AND OPTIONAL INSTALLATION- Page of 11 PROPOSAL 111199704-1409 MD ENTERPRISES, INC. Date: Mo: t�tr�" Da u/✓ Year.�7 1720,East Locust Street.f� y Ontario, CA 91761 a(`- U oC 0/5 L V�'n/� Contractors License # 639022 / / j MD Display LOt: Lf)n /Rep: 12 .CaliforniaSUBMITTED TO: MAILING ADDRESS M D J lQ( Referred by: �q,'U/0 (41�VQ_ 2 CY,, 0 IA 0 V.VW D Y j ,AA ; CUSTOMER ADDRESS tTATE COUNTY ZIP RANCH NAME ADDRESS STATE CO''Ugg��TV ZIP 7tn iL � D� rye r)Ir�G.w+ �a t�t) � rim JOB SITE ADDRESS STATE COUNTY ZIP Mail permits to: ❑ Customer 0 Telephone: Home 639) 3yj — a Work ( ) Fax ( ) MD ENTERPRISES, INC. hereby submits this PROPOSAL for the sale to you of its proprietary line of MD designed modular bams, corrals, shelters, freestanding buildings or other MD products with the features and optional accessory items, optional building erection and any optional concrete piers, footings or slabs you have selected, as shown on this work- sheet or attachments hereto, for the price set forth below and on the terms and conditions set forth on the reverse side of this contract. This PROPOSAL is specifically limited to the structural components and materials identified and described in the work sheet with the installation of those materials only if shown on this contract as an option that is Included. This contract, under all circumstances, excludes site preparation and/or building permits. ALL BARNS FEATURE: 26 ga. Galvanealed interiors, A) Sliding Stall Doors; B) Solid Feed Doors; C) Armour -Grip Roofing; D) Life -Time Kick -Through Warranty on Walls; E) Twenty (20) Year Limited Roof Warranty (see warranty); F) 20 Ib. (twenty pound) Live Load, 70 m.p.h., Exposure "C" Wind Load Roof Load with a nominal 2/12 pitch. BARN/BUILDING STYLE AND FINISH SCHEDULE WALL STYLE: WALL FINISHES: SHEDROW STYLE BARN: • CENTER AISLE STYLE BARNS: DOUBLE CENTER AISLE BARNS: "EARTLAND STALL FRO S O IN-LINE ❑ GABLE ROOF ❑ GABLE ROOF ❑ ALLAMERICAN EXT. ENDS ❑ 2' OH APPROX. O 12' BREEZEWAY ❑ 12' BREEZEWAYS EXT SIDES ❑ 10' OH APPROX. O 16' BREEZEWAY ❑ 16' BREEZEWAYS ROOF: EXT GABLES d t' CI14' OH APPROX. ❑ GAMBREL ROOF O RAISED CENTER AISLE ❑ GALVANIZED INT. GABLES 0 L -SHAPED ❑ 12' BREEZEWAY ❑ 12' BREEZEWAYS W PAINTED BWY DR EXT. ❑ 2' OH APPROX. ❑ 16' BREEZEWAY 9,16' BREEZEWAYS COLOR_ BWY DR INT. ❑ 10' OH APPROX. ❑ RAISED CENTER AISLE QrFREE STAND BUILDING FACIA: TACK INT. ❑ 14' OH APPROX. O 12' BREEZEWAY O GARAGE O GALVANIZED FEED INT. O BACK-TO-BACK ❑ 16' BREEZEWAY ❑ RV GARAGE e PAINTED OTHER O 2' OH APPROX. O BREED ROOM ❑ COMPLETE ROOF SYSTEM COLOR j(, O 10' OH APPROX. O END O FLAT SHED ROW O FACIA - GABLED ENDS ONLY ❑ 14' OH APPROX. O CENTER O GABLE BREEZEWAY ❑ COMPONENTS OPTIONAL ROOF LOADS AND PITCHES LIVE LOAD: O 40# 60# 080# 0100# O OTHER WIND LOAD: C�0 m.p.h. ❑ 90 m.p.h. O 100 m.p.h. ❑ OTHER -- ROOF PITCH: LFPW12 04/12 ❑ 5/12 06/12 O OTHER PLEASE INITIAL THE FOLLOWING AS THEY APPLY: A. By initialing at left and signature below, I do hereby authorize MD ENTERPRISES, INC., to build my materials and deliver them to my site before 1 obtain a building permit. I further agree with all related "Permit Waiver" information provided on the reverse side of this contract. I understand that the balance due must be paid in the form of a CASHIER'S CHECK upon customer pick-up or on delivery, if this contract provides �J for delivery. Payment of the balance is due on delivery prior to unloading. IN THE EVENT THAT A CASHIER'S CHECK IS NOT DELIVERED TO THE DRIVER, DRIVER WILL DEPART PREMISES WITH ALL MATERIALS AND ALL EXPENSES INCURRED BY. MD ENTERPRISES, INC. WILL BE APPLIED TO THE BALANCE DUE. O INSTALLED MATERIALS TERMS: Includes material, installation and taxes O Delivery O Concrete O Engineering Package O STANDARD O NON-STANDARD O Foundation CONTRACT GRAND TOTAL - as a lump sum contract $ 30% or: $ with signing of order (personal or business check is acceptable), and $ in the form of a CASHIERS CHECK on delivery prior to unloading of delivery truck, and; $ upon substantial completion (as determined by MD ENTERPRISES, INC.) .Any use by purchaser constitutes complete and unconditional acceptance of product. Out -of -State shipments must be paid in full prior to shipment. Q40ATERIALS ONLY TERMS: Material (Customer to supply labor for unloading) $ Delivery - @'STANDARD WEEKDAY O SATURDAY ADDITIONAL CHARGE $ California Sales Tax - $ Engineering Package - O STANDARD ❑ NON-STANDARD O FOUNDATION ONLY $ CONTRACT GRAND TOTAL $ 41-0 30% or: $ with the signing of orders (personal or business check is acceptable), and 704/1 or Wpmenmust in the form of a CASHIER'S CHECK upon "will call" at plant by customer, or on delivery prior to unloading of delivery truck. Out -of -State shipaid infull prior to shipment. ACCEPTANCE: I/WE hereby accept this signed PROPOSAL and the attachments hereto, and do hereby tender a 30% deposit as shown above. I/WE understand that upon signing this contract, it is binding upon purchaser, if it is accepted by a corporate officer of MD ENTERPRISES, INC., it shall become a binding contract to them. I/WE a ree be bound by all provisions, covenants and conditions on both sides of this contract. IT IS AGREED: Purchase _ x Date: _Corporate Officer MD PR C.: DO NOT WRITE BELOW SIGNATURE BLOCK - FOR OFFICE USE ONLY THIN 'rHE STAI'E OF CAL IFOHNIA, IF OPfIONaL iNS fALLaTION IS NOT INCLUOED IN ANDA PART OF LOIS CON FRAC 1. I r IS NCrAN AUTHORIZED MD lN.4 r;iLL,CT'UPI.4ND IS Nor COVERED BY ''S LICENSE. INSURANCE AND WARRANTY CANARY - CUSTOMER COPY WHITE - CORPORATE CANARY -CUSTOMER PINK - SALES REP MANILA- PRODUCTION Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: Flood Calculations Check Wall For 18 in Water n .i i� 8'-0" WALL WATER LEVEL E— 1s PRESSURE 62.4 lb ( 18") = 93.6 psf ft3 Load On The Bottom Track: W = 93.2 psf ( l' -O" ) = 46.8 plf i 4 2 PSF SUPPORT TO SUPPORT ( REFER TO PLANS ) W t 2 (46.8 plf )(12'-0")2 M = 8 = 8 = 10.1 kip -in l-..,oW ES'C r- L O O (t- M usT t3 E �T- 012 .4 r,3ov c- T N E ?I C-L)L YZ e%-& V." 5'c..4 G. M Q s r YS'� x.15 ' Ara, o v F C O\Ne;$ T AOjAr—`-t-LT C- A �= to L..E V. C �' TZ --T 1 F. SM 10.1 kip -in 3 3 OK RQ. 0.6 Fy 0.6 (50.0 ksi) = 0.3 in = S = 0.31 in ( See Appendix Of The Calculations For -Track Section Properties ) Note : Refer to attached ICBO ER -5521 on the barn wall panel. The allowable transversal uniform load is 42 psf: r Page 3 of 3 SEE OETA1 V SEE "TN SEE DETAIL V SEE DETA ra-q- �- . 4 I TYPICAL WALL PANEL TD �/4WALL l....- . W . umC06 Puri r I FIGURE 1 PFC-5837 LOERKE INSULATION CO., INC. _ INSULATION CERTIFICATE ]ESCRIPTION OF INSTALLATION t. ROOF Matetrial Thicbma ( aches)_ ii CEILING Brand Name Themial Resistance (R Value) Balt or Blanket Type+ -h= Batts Brand Name Johns Manville mss ThIcI (inches) 13• !�� The mal Resistance (R Value) Lie RD Type Fib n lass Brand Name Johns Manville - - - Conbactods min. insiatled weight/ft sq. 10• iv7�h. Minimum Tt kkness - 75'" inches. . Manuf wb ees Installed weight Per square foot to achieve Thermal Resisbrice (R Value) R36 & EXTERIOR WALL Materia! Me. v � Baits TtiicMum gndtesl 4(0- 6-16 4. RAISED FLOOR S. SLAB FLOOR / PERIMETER Mafiarial _ < Thickness Perimeter Insulation Depth (inches i FOUNDATION WALL Mate" Thicimess (md= DECLARATION Brand Name Jabns Manville Thermal Resistance (R -Value) -.91 Brand Name Johns Mamie Therrnal Re dsta m (R Value) Brand Name Thermal R (R Value) �1 Brand Name Thermal Resistance (R -Value) tMV certify riththat the a irlagon Installed the buildffd Regulalim) as on Ef �t a of oom� C -L#499 5o e/ „� �D-C�ft � LOERKE INSULATION CO., INC. Gb"" C Contractor (CO.frodarubconbactore) ore r Item 09ft ( mineral . (Co. Pfame) OmUwner Fire Prevention Bureau Butte County Fire Rescue White Copy - Business 176 Nelson Avenue - California Department of Forestry Yellow Copy — Occupancy File Oroville, CA 95965 and Fire Protection Pink Copy — Station File Teleplione 530-538-7888 Facility Inspection Report Occ. Class. Fax 530-538-2105 Address: 1136 Business Name: / r Owner/Manager: Bus: Hm: Fax: Assistant Manager: Bus: ' ' Hm: Building Owner. Bus: Hm:. ` Address: ti AN INSPECTION OF YOUR FACILITY REVEALED THE FOLLOWING:1. 1. Fire Extinguishers: Required, service due 10. Exits) obstructed, inadequate 2. Extension cords: Excess use, defective 11. Exit sign(s) required, illumination . 3. Excessive rubbish, trash, debris 12. Exit sign -lights need replacing 4. Fire alarm system defective 13. Exit lighting: Required, defective 5. Sprinkler system:. Service required, defective 14. Smoke detectors: Required, defective 6. Kitchen hood extinguishing system service due 15. Wiring. Exposed, damaged connectors; etc. 7. Fire walls, ceilings, fire doors, draft stops "r 16. Heating system: Defective appliance, flue combustibles 8. Knox Box keys 17. Address posted and visible from road 9. Fire Drill Witnessed Yes ❑ No. ❑ 8. Other L -e—L. DETAILED EXPLANATION AND CORRECTIONS: a .2 �AA/S-1'21ZLA�77o SCJ- CORRECTED: Date: — 2 %�- Q Discussed with: -- .Signed: Tint Battalion 1 2 4 5 6 7 Station: Insp ng Officer: FIRE PREVENTION SAVES LIVES, PRO RTY, AND BU SS. YOUR C , RATION WITH CORRECTING THE ABOVE LISTED ITEMS IS APPRECIATED. t,RE-INSPEC 0 DATE: Feb 01 02 08:13a P.1,. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN IVISION 7 County Center Drive' • Oroville, California 95965 •Telephone (530) 53 -754 _D P ORev. 12/96) APPLICATION AND PERMIT ASSESSORPARC0.NUMBER Otto �70^, QO �1 zcwNa A BUILDING PERMIT mN`R �e / T SQ. FT. OCC. BUILDING VALUATION OWNER'Ss �_-----' �✓h T,EC�9yj6�? OM CTJ�----�� -- CU/ 1 Pool "DI "PERMIT FEE PAM s 3 35 OC) SRI SHERIFF OTHER AAbtW . * TO im PiT =HTO CQWVTER EX. OCCUp. OVnET OR FIXTURES 200 1.00 SAL ® .SO Ex. OCCU FIXED APPLS. OR OLRLE7II ESID.) EA 5.00 Temporary Service CONSTRUCTION LENDER Mobile Home Facilities 20.00 Misc. Wiring 23.00 —_— L,ENDER'S MAILING ADDRESS PERMIT FEE Fireplace MECHANICAL PERMIT , Total Valuation $ 0. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee s --�-� 20.00 ARCHTECT OR ENGINEERS MASADDRESS -BUILOINO Permit Fee $ /JNG LCJ . ca Plan Checkin Fee $ 2'!> (0 ADDRESS t% Ave 'e . (,tj� Energy Plan Checking Fee $ V COSV i3 PERMIT FEE $ _ LOT No. SUBDIVISIONSNAMEp 1 --•7 (�+ Q�� l_�! �� PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 SF ❑ Duplex ❑ USEOFSTRUCTURE L S Q e_ Mobilehome Q- /' ��� Other svaclFv Each Tr 7.00 Solar or heat um water heater —_ 23.00 Water piping 15.00 _ TYPE OF WORK Now ❑ Addition ❑ RR Imnodel ClUtilities ❑-I Installation Describe Work: ► l` nU I ry16o0a4-I,_ 5 a �1 O Other - 9 Each gas water heater or vent 15.00 Gas 1 in system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home IsI G W Q26.60 - PERMIT FEE ! ELECTRIC I: PERMIT Filing Fee 20.00 Mein Service aoov OR Less aooA OR LEss 23.00 /� QS? -,o/ ' V Main Service 200A TO 1000A 46.00 NEW.COMT. OWELLINO OGCUP. OR AODNS. & ACC: BIDS. so. 3.50FT, NEW CuRs 1 . MULn.OUTLET NON•RESID. BRANCH -11— 11 ^ --" a7.501 "PERMIT FEE PAM s 3 35 OC) SRI SHERIFF OTHER AAbtW . * TO im PiT =HTO CQWVTER EX. OCCUp. OVnET OR FIXTURES 200 1.00 SAL ® .SO Ex. OCCU FIXED APPLS. OR OLRLE7II ESID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 _ eye -�o PERMIT FEE s_5 0.00 MECHANICAL PERMIT Filing Fee 20.00 Heating I Hood 1 1 6.50 i I PERMIT FEE I S Mobile Home Installation Fee s Energy Inspection Fee I s occ CONST. TYPE TO AL FEE $ S- CJ HAZ• 1 D. FEES FLOOD I CDF I," I HO I ISSUE This permit is hereby issued under the applicable pro'visii5ii's' of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. —' By Date _ ReceiptNo.PERMIT EXPIRES ON \ WHITE•D.O.S.-e.D. CANARY -ASSESSOR PINK -INSPECT OR GOLDENROD -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 W01�e OL4O •59c) - oo`7 OWNER: G/ ASSESSOR PARCEL NUMBER `�'' Proposed Building Use: _[ - )rC'�v �C/' oll Counter Technician: ` ' Date: 2 6 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. A.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 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. . Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. t ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By <19"Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 5!Statement of Intent for Non -heated and A/C Buildings.....................................� ..... , 6. Sanitation and plot plan approval from the Environmental Health Department in `� A _20� '3 ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: D K (B Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style; Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Ow,na eck to H.C.D. $ ❑ 31. Other: r When issued Telephone d hold for pi c p. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: Y 1. Index permit application for the above items numbered: 2. Addition l items required ontract esigner, owner, was advised of the above data by ontractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter phone, ❑ mail, ❑ counter, by ,Date: :Q 0'phone, ❑ mail, ❑ co , b Date: _ Plans approved by: Date: 07 _Structural approved by:. Date: Yellow: Building Division NOTES W no=_qI®EiVTL&l PERMIT NO. O �� 8856 �- k -- SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) !J �v Signature /'� i Y� -- SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) !J �v Signature /'� = OK 0,= Not OK = Not Applicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Compaction -Structure Stability 2. Soils; Special MH Support Sketch Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Sewer; Location -Test -Fall -C/O -Concrete Elec.; Receptacles and Lighting, Distance-GFI 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Pool Lighting; 15 Volts-GFI 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Enclosures; Conduit Entries-Terminals;Listed 6. Gas; location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Well Clearance 8 Disconnect Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 8. Utility Clearance Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas: MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector . 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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- Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. p rts; Windows -Doors ctric te Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Si g; Nailing -Veneer -Stucco -Mesh 1 . ,Rdof; Shthg-Rooting Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date a 1. 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 /= OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Fig. Depth 4. Ftg.. Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral p Yes D No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sts Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Wails over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 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 Hails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insttd./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] 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. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Jun 20 02 07:52a P. COUNTY OF BUTTE - DEPARTMENT F DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Qw4e, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/;6) 1 APPLICATION AND PERMIT 02-09-10 zoraNG I BUILDING PERMIT oW Tolfe, Brad & Diane 530' OWNERS MANNG ADDRESS 3060 Suite 100 Thorntree CONTRACTOR'S NAME Owner CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER -S MAIUNG ADDRESS ARCHITECT OR ENGINEER I UCEN.;E NO. ARCHITECT OR ENGINEERS MAILING ADDRESS RI tori. I SUBDNISIDN'SNAME 116-78/82 11-6-69 USEOFSTRUCTURE 5.5 acre SF O Duplex ❑ Mobilehome ❑ Other barn SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities ❑ Installation ❑ Other O .•,_ Describe Work: _ Ag building in f 1 ood zone LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 one hundred dollars ($100) or less.) A, 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 provisions. XDate Si2 SofApP�rica_nt - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction SO. FT. I OCC. I BUILDING VALUATION Total Valuation $ PERMIT FEE S Fling Fee S 20.00 Permit Fee $ 323,50 Plan Checking Fee $ NEW CONST. OR ADONS. Energy Plan Checking Fee $ NON•RESID. MULTI -OUTLET $ PERMIT FEE $ 553.78 PLUMBING PERMIT OUTLET OR FIXTURES Filing Feel 20.00 Each Trap 0UFIXED TUETS RESID OR 7.00 Solar or heat pump water heater 23.00 23.00 Water piping Misc. Wirino 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I GI W 1 @20.00 PERMIT FEE _ 67, 18 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Enerqy Inspection Fee $ IDS I V I COF This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Ind' e o for//v�hlch fees have been paid. a„ .U/A, Haler 6/7/a 2 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service noov OoR LEssR n.: sooA 23.00 Main Service 900A TO loon. 46.00 NEW CONST. OR ADONS. / DWELLING OCCUP. ` 6 ACC. BU)S. .� 5¢s0. 1, ii FT• NON•RESID. MULTI -OUTLET . @750 _. POWER APPARATUS 8 SINGLE OUTLET LIR. Ex. Occu OUTLET OR FIXTURES 00 M ''W eAt sD Ex. Occup. 0UFIXED TUETS RESID OR 5.00 -- Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE _ 67, 18 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Enerqy Inspection Fee $ IDS I V I COF This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Ind' e o for//v�hlch fees have been paid. a„ .U/A, Haler 6/7/a 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DSION 7 County Center Drive • Oroville, Californi;3 95965 • Telephone (530)53 541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-1874 ASSESSOR PARCEL NUMBER 040-590-007 zGNI - ., UILDING PERMIT OwVolfe, Brad 45 YAOO SQ. FT. OCC. BUILDING VALUATION 3480 50,000.00 . OWNERS MAILING ADDRESS 3060 Thorntree Dr Ste 100 Chico CA CONTRACTOR'S NAME TELEPHONE owner CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 414.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 269-42 BUILDING ADDRESS 9850 Jones Avenue Durham CA 1 Energy Plan Checking Fee $ $ PERMIT FEE $ 683.92 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Ag Storage Building I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200.1, OR LESS 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.PSING 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 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. a workers' com ensatioryyTsurance carr jer and p nurT}ber are: Carrier ���_i`L�.,._" y��Q� 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.) ❑ 1 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 Labor Code, I shall forthwith comply with those provisions. X Date 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 height. Main Service 200A TO -1000A 46.00 NEW CONST. OWEWNG OCCUP. SO OR ADDNS. ( a.cc. S.3.50,r. 121.8 NpNR6,pT. MULTI OU @7,50 a R A OUTLET OWELEPPARATUCIR.S Ex. Occu OUTLET OR FIXTURES BAL 0 1'•5 0 Ex. Occup. GFucuTEtE°rsA RESIo.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 141.80 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ PERMIT Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 825.92 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD 5 E This permit is hereby issued under the of the Butte County Code and/or indicated above for whi fees have By PERMIT EXPIRESITE-D.D.S.-B.D. applicable provisions Resolutions to do work been paid. Date 14)14(AV-_ (Date) rReceiptNo. S a— CANARY -ASSES PINK -INSPECTOR G ENROD-APPLICANT I �. ; 7 ..::%+s'�" � ...rf;r:z�q�.v'+sv'^rr4:::.ir•�r"_ .""_.-.-r�.;.s,- ...-�.�.. r�.p.•...�„ai..r�;>;-•w..�..r•a.'a„s�.+a:sr:�...�•..- .r � ...c—a.�.-sa r-z..�,.: -. �, ,.,� .� COUNTY OF BUTTE -DEPARTMENT F DE}VfLO - MENT SERVICES -BUILDING DIVISION - z -.syr 7 County Center QAve,0ioville,95965 Phone (530)538-7541 Fax (530)538-2140 . ; ,PERMIT APPL CATION DATA SHEET s ° OL ASSESSOR PARCEL NUMBER ,�QWNER Proposed Building Use/1 / S 40 /�V F�%% Counter Technician:A-W Date: s'' '` ?�� W;ns required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �,t r f p(/L . Plot plans, 3 or 4 sets, signed by the preparer of the plans. `7 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. ' :, ti - 4. Engineered truss details and layouts in duplicate. No faxes! ' F,;5., Energy compliance design and supporting documentation in duplicate. . ; ❑ `6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate- Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. yy'` (D) Floor plans in triplicate. All of these must be stamped and wet -si ned by the engineer. ' k6, ,� Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ., Date Received � By .E�`;1• z[8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City'of Biggs .................................... b 0. Letter of intent for non-residential buildings........;:9.............................................. 11. Detached Accessory Building Form filled out by the owner ..................................... NO12. Hazardous Material Form...................................:........................................... J,O 13. Other \ �: _ r ~Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followin)tems.) :'. 6e 14. Fees as shown on the attached Schedule of Fees Due Sheet... .. r.. r.: `..0........ :_. ❑� �.1 ! Statement of Intent for Non -heated and A/C- Buildings .................................;........... 1 x.•15'16. Sanitation and plot plan approval from the E vironmental Health Department in 7_30 al ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid.. - Sent by: ...................... ay ' 0 19. Planning approval for (A) Use: D(B)Parking: (C) Parcel Check:-2,�—Qr2. ❑ 20.' Contact Land Development about ❑ Improvements, ❑ Drainage ..............................>. ? '` ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre-Inspectionfor required ................ i❑ 23.. Contractor's license. information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner).... ............. : .... �. ❑ 26. Letter of Signature authorization ............................................. ..................... ❑ 27. Recorded copy"ofAgricultural Acknowledgment Statement...:...' ............................. t ❑ 28. Manufactured home utility clearance ................... :........................................... ❑ 29. Existing violations and/or expired permits...................'.:::...::............................ ? :; ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legil Ownrer, Check to H.C.D. $ ❑ 31. Other:' .When issued Telephone and hold for pickup. I'have been informed of the above items and requirements for obtaining a building permit;,:,, 1. Index permit application for the above items numbered: _%" Plan Check Letter 2. Additional, items required " �1. Contractor- designer, owner, was advised of the above data by phone, , ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above ata by ❑phone, ❑mail, ❑counter, by Date: Plans reviewed by: s • Date: Plans approved by: Date- Structural reviewed by: Structural approved by: Date: O"; p ,Note transfer by: --Date: '<: Yellow: Building Division :jy. 'Al \ E -N. U8E GAILY , 9fen ....had ( � _ Floor Man Ansch®d Sam to 6.0. TO: Building Def". tnt FROM: Environmental Health SUBJECT: Sanitation Clearance 0 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well -- Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: mental Health Specialist Date 8/96 NOTES I` 4 A RESIDENTIAL 040-590-007 02-1874 PERMIT NO.--WOLFEj BRAD - — — 9850 JONES AVE., DURHAM _f AG. STORAGE BUILDING ,0 �1 �, nq b , D� I SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Z -l�� Q3 a Signature CHECKED BY V/ OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 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 6. Gas; Location -Test -Wrap;-/ /" L'ft. Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE,ES, QARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ /'LPG C.r.'z9orng 7. Well Clearance & Disconnect Q01Footings; 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Ca ports; Windows -Doors 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 Date 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 5. Elec.; Pool Lighting; 15 Volts-GFI Date 6. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE,ES, QARPORTS GARAGES (Plans) OK except #'s C.r.'z9orng Requirements -Setbacks -Easements Q01Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca ports; Windows -Doors 1_2(ectric rmg.; Sills-Anchors-Studs-Rftrs-Trusses i ing; Nailing -Veneer -Stucco -Mesh 1. oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall P Is Date .(%^ Card B-14tYZ ate Card B-1 Date t1,_/ ..o) 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- Pane boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post -Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Wal Is -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI _ Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive J Yes ] No/Walks J Yes :] No/Planters J Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post -Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Wal Is -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 O Yes 82. Following Instld./Drive J Yes ] No/Walks J Yes :] No/Planters J Yes ] 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. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: mow` a NOTES ;:, l- I RESIDENTIAL PERMIT NO. __040-590-007—'02-'09304' 't WOLFE, BRAD &'DIANE i [AG JONES AVE., DURHAM NTR: OWNER, BUILDING IN FLOOD ZONE t - '� • ' •• ���'-.C�� X3_1 ��11:5:�-3 SRA ` FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED il BY I . 5 " - 3 JOB FINALED (Date) / Signature 0.- Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE MOME UTILITIES (Plans) OK except #'s 1.'Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch MISCELLANEOUS Date 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) t4gotings; 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete tZ?ecks,Girders 6. Gas; Location -Test -Wrap;-/ P L'ft. / P Nat. or / /"L"ft./ /'LPG 4. 7. Well Clearance & Disconnect 5. 8. Utility Clearance 6. Ca ports; Windows -Doors 7 lectric Date r g.; Sills- Anchors- Stud s-Rftrs-Trusses Card B-1 Date Card B-1 Date Si mg; Nailing -Veneer -Stucco -Mesh 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 //,(/P 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 1. 7. Water and Sewer Connected -C/O to Grade -HD Approval 2. 8. Gas and Electricity Tagged 3. 9. Tie Downs -Type -Installation Cert. 4. 10. Exits; Insp.-Sketch 5. 11. Cert. of Occupancy 6. 12. Permanent Foundation Only; License Decal 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghig. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Card B-1 Date Card B-1 Date Health Department Approval Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test MISCELLANEOUS Date DECKS, COV S, CARPORT ARAG fans) OK except #'s Z ing Requirements- etbacks-Easements t4gotings; Soils -Size -Depth -Spacing -Connectors -Steel tZ?ecks,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. Ca ports; Windows -Doors 7 lectric 8 r g.; Sills- Anchors- Stud s-Rftrs-Trusses Si mg; Nailing -Veneer -Stucco -Mesh 10 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12.,,Braced Wall Panels Date //,(/P Card B71 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 Lghig. 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 /= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) erfloor (Plans) OK except #'s 46. Hangers -Post Caps -Anchors -Connectors g•Setbacks- Easements-Flood-S lope 47. Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting'-Rfng. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.•/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel- Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts•Wrapped 52. ftr-<old Downs and Special Anchors 53. 7. Slab, Steel-Wrapped 54. 8.Piers-Fireplace Ftg.-Steel 55. 9. .W.V.; Fall-Fitting-Test-2 Way C/O-Sewer est 56. Pn� l./UF, Gas Pipe; Size Anchors - Yard Gas ping; Size Test 57. 11. Water Pipe; Test-Anchors- Reg ulator-Service Test 58. 12. Electric Underground ■ 13. Plenums & Ducts; Clearance-Material-Support-Ins. 60. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date - oZ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent-Access-Combustion Air Baffle 18. Water Pipe; Test & Anchor-Nail Protection 19. D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tub Access 21. Test Tub & Shower, Second Floor-Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance-Ins. Protection 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. _ Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al-Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting'-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 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 O Yes 82. Following Instld./Drive J Yes :1 No/Walks ] Yes ] No/Planters :1 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. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 'Card B-1 Comments at Final: r� f ,... may,-.-...o..,,�...�nsf ..� j-. .'=r+-asP'.'e'S:�. �,�-•r,-'.a+"i�^ r.;c+F --�sr ;��rrc-•,r- 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 14 WNER PERMIT NO. A routine inspection indicates t t the following violations of butte county Ordinances exist at the above address and should corrected. Please notice this office when correction of work is completed. Af you have questions pertaining to this matter, or need additional explanation, please contact this o e immediately. 3 . j f Date V 1741 Inspector L ' REV 10/92 1 1 a 1 Date V 1741 Inspector L ' REV 10/92 1 ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Brad Wolfe <MD Enterprises > DATE April 13, 2002 JOB NUMBER : 14890-02 CONTENTS 12' RCA Breezeway Barn w/ 12' Porch 1. Basic Loads 2. Check Sheeting 3. Check Purlin 4. Check Columns 5. Check Truss/Rafter 6. Check Fasteners 7. Check Connections 8. Check Foundation ' FIGURES APPENDIX ( 2.5/20/ 0./80. C Ag.) ( 26ga Mini -V -Beam, BHP -D) ( MAX. 3 F Conn ( Piers w No. 54869 * P. 6/30/ b 1 APR 15 2002 Page Number : 2 DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. 1 . BAS I C LOADS 1.1. Dead Load ppL= 2.5 lb2 ft. 1.2. Live Load Refer To Table No. 16-C Of UBC 1997 _ lb PLL- 20 f -2 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 q = 16.40 lb - 80. MPH s ft? Ce = 1.06 - Exposure C From Table No. 16-G Of UBC 1997 ( Average Height Of The Building < 15.0 ft ) Importance Factor As Allowed Per Sec.1624. Of UBC 1997 For Agricultural Bldg. 1 pWL= L 4 qs > 10. lb2 I Ce I = 13.04 lb13.04 ft J ft For Actual Cq Values See Thru-Out Calculations ! 1.4. Seismic Load Seismic Zone 4 Ca = 0.44 Na = 0.57 - As Given In Table 16-Q Of UBC 1997 Na = 1.3 - As Given In Table 16-S Of UBC 1997 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither intended nor implied. 1 . BAS I C LOADS 1.1. Dead Load ppL= 2.5 lb2 ft. 1.2. Live Load Refer To Table No. 16-C Of UBC 1997 _ lb PLL- 20 f -2 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 q = 16.40 lb - 80. MPH s ft? Ce = 1.06 - Exposure C From Table No. 16-G Of UBC 1997 ( Average Height Of The Building < 15.0 ft ) Importance Factor As Allowed Per Sec.1624. Of UBC 1997 For Agricultural Bldg. 1 pWL= L 4 qs > 10. lb2 I Ce I = 13.04 lb13.04 ft J ft For Actual Cq Values See Thru-Out Calculations ! 1.4. Seismic Load Seismic Zone 4 Ca = 0.44 Na = 0.57 - As Given In Table 16-Q Of UBC 1997 Na = 1.3 - As Given In Table 16-S Of UBC 1997 Page Number : 3 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 14890-2 In Compression 350 S.Milliken;#A.ONTARIO,Ca91761 Compression Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 2. CHECK ROOF DECKING w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus Double Equal Spans Condition w Weight w In Compression Panel Bottom In Compression pDDL T T Fb+ T I e I e I - I Use: 26 GA Galv. Steel Mini -V -Beam, BHP Or Equal. - Material : Steel , ASTM A446 Grade D, Fy = 55 ksi Gauge Weight Panel Top In Compression Panel Bottom In Compression pDDL I+ S+ Fb+ I- S- Fb- lb in4 in3 in4 in3 ksi ksi ft2 ft ft ft ft 29 0.71 0.0501 0.0659 33.0 0.0512 0.0648 33.0 26 0.96 0.0715 0.0965 33.0 0.0723 0.0930 33.0 24 1.28 0.0987 0.1443 33.0 0.0988 0.1352 33.0 E = 29. 103 ksi. - Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked C = 6 ft. - Span Between Two Supports Page Number : 4 2.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 21.0 lb. PL ft. Maximum Positive Moment : M DL+LL DL+LL = 0.07 w E 2 .= 0.63 -kip -in. M SRQ. Fb++LL = 0.0192 in < S+= 0.0965 in OK Maximum Negative Moment MDL+LL= 0.125 wDL+LL E 2 = 1.13 kip -in. M SRQ. = FbI-+LL = 0.0343 in3 < S_= 0.0930 in3 OK 2.2. Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 lb. DL wDL+WL= ( C pWL- pDL ) b = 12.8 f t . Maximum Positive Moment MDL+WL= 0.125 wDL+WL E 2 = 0.69 kip -in. M SRQ. 1.33+WL - 0.0158 in < S+= 0.0965 in OK Wind Maximum Negative Moment MDL+WL= 0.07 wDL+WL E 2 = 0.39 kip -in. M SRQ. 1.33+Fb- 0.0088 in3 < S_= 0.0930 in. OK Wind Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi11iken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 2.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 21.0 lb. PL ft. Maximum Positive Moment : M DL+LL DL+LL = 0.07 w E 2 .= 0.63 -kip -in. M SRQ. Fb++LL = 0.0192 in < S+= 0.0965 in OK Maximum Negative Moment MDL+LL= 0.125 wDL+LL E 2 = 1.13 kip -in. M SRQ. = FbI-+LL = 0.0343 in3 < S_= 0.0930 in3 OK 2.2. Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 lb. DL wDL+WL= ( C pWL- pDL ) b = 12.8 f t . Maximum Positive Moment MDL+WL= 0.125 wDL+WL E 2 = 0.69 kip -in. M SRQ. 1.33+WL - 0.0158 in < S+= 0.0965 in OK Wind Maximum Negative Moment MDL+WL= 0.07 wDL+WL E 2 = 0.39 kip -in. M SRQ. 1.33+Fb- 0.0088 in3 < S_= 0.0930 in. OK Wind Page Number : 5 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <ND Enterprises > Description: 12' RCA Breezeway Barn 3. CHECK ROOF PURLINS Simple Span Condition w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus E = 29. 103 ksi - Modulus Of Elasticity Of Steel Fy = 55.0 ksi - Yield Stress 3.1. For 6 ft Spacing, 12 ft Long Use: Z 6 x 2-1/2 x 14 GA Or Equal Material Steel , ASTM A446 S = 1.76 in - Section Modulus b = 6 ft - Spacing Of The Purlin Q = 12 ft - Span Between Two Supports 3.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 135. 0 lb ft w E R = DL+LL = 0.81 kips DL+LL 2 w E 2 M = DL+LL = 29.16 kip -in DL+LL 8 w TR TR E = 29. 103 ksi - Modulus Of Elasticity Of Steel Fy = 55.0 ksi - Yield Stress 3.1. For 6 ft Spacing, 12 ft Long Use: Z 6 x 2-1/2 x 14 GA Or Equal Material Steel , ASTM A446 S = 1.76 in - Section Modulus b = 6 ft - Spacing Of The Purlin Q = 12 ft - Span Between Two Supports 3.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 135. 0 lb ft w E R = DL+LL = 0.81 kips DL+LL 2 w E 2 M = DL+LL = 29.16 kip -in DL+LL 8 Page Number : 6 M SRQ = OD6 Fy +LL = 0.88 in < S = 1.76 in OK 3.1.2. Dead Load + Wind Load Cq = 1.60 Refer To Table No. 16-H Of UBC 1997 wDL+WL__ ( C pWL_ pDL) b = 110.16 lb ft w 2 R = DL+WL = 0.66 kips DL+WL 2 w E2 M = DL+WL = 23.80 kip -in DL+WL 8 M SRQ. 1.33L+WL Ty - 0.54 in < S = 1.76 in OK Stress Increase Due To Wind Load 4. CHECK COLUMN 4,1.Check Connector Columns Use : 2" x 2" x 14 GA. Square Tube For The Make -Up OF The Columns See Plans, DETAIL 20, Sheet S-3 h = 8.0 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,-#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn M SRQ = OD6 Fy +LL = 0.88 in < S = 1.76 in OK 3.1.2. Dead Load + Wind Load Cq = 1.60 Refer To Table No. 16-H Of UBC 1997 wDL+WL__ ( C pWL_ pDL) b = 110.16 lb ft w 2 R = DL+WL = 0.66 kips DL+WL 2 w E2 M = DL+WL = 23.80 kip -in DL+WL 8 M SRQ. 1.33L+WL Ty - 0.54 in < S = 1.76 in OK Stress Increase Due To Wind Load 4. CHECK COLUMN 4,1.Check Connector Columns Use : 2" x 2" x 14 GA. Square Tube For The Make -Up OF The Columns See Plans, DETAIL 20, Sheet S-3 h = 8.0 ft - Height Of The Wall a = 2.0 ft - Overhang Of The Roof b = 12.0 ft - Bay Spacing ss = 12.0 ft - Span Of The Frame - @ Stalls sBR = 12.0 ft - Span Of The Frame - @ Breezeway h = 9.0 ft - Length Of The Column At Rear Wall h = 12.0 ft - Length Of The Column At Breezeway Ridge = 15.5 ft - Ridgeheight Eave = 9.0 ft - Eaveheight 11 Page Number : 7 Ridge s s s a I s I BR I s I I Figure 4.1. h = h D A Find Allowable Stress For Compression Critical At Line B Calculation was done per Section 2217 And 2218 Of UBC 1997 by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 D = 2.0 In. Designed By: Janos Boros P.E. Z.J:S.ENGINEERING SERVICES INC. 350 S.Milliken,-#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference:' Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn R = 1/8 In. Ridge s s s a I s I BR I s I I Figure 4.1. h = h D A Find Allowable Stress For Compression Critical At Line B Calculation was done per Section 2217 And 2218 Of UBC 1997 by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 D = 2.0 In. [ Depth Of The Member t = 0.075 In. [ Wall Thickness R = 1/8 In. [ Size Of Rounding IX = I = I ( Double symmetric section ) A = 0.56 In.2 [ Cross Area I = 0.34 In.4 [ Moment Of Inertia Page Number : 8 S = 0.34 In.3 I r = A = 0.78 In. 0 = 1.92 K = 1 Fy = 50. ksi. Fn Pa A EFF E=h -h =4.0ft B w 2 Fe = TO )2 = 77.4 ksi r [ Section Modulus [ Radius Of Gyration ] [ Safety Factor ] [ Yield Stress ] [ Nominal Buckling Stress ] ( Allowable Concentrated Load For Compress.] [ Effective Area At The Stress Fn _ ] [ Unsupported Length - max If Fe > 2y then Fn = Fy I 1 - 4yFe I Else Fn = Fe Fn = 41.9 ksi Check Each Element If A = 1�.0-52��/ = � > 0.673 then section is not fully effective ! 1 _ 0.22 Then Use AEFF = A - x r a I w - w I Else AEFF = A L AEFF = 0.56 kip Pn = AEFF Fn = 23.8 kip Pn Pa = 0 = 12.4 kip Find Allowable Stress For Bending Critical At Line A Or D Fb = 0.6 Fy = 30.0 ksi Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,-#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn S = 0.34 In.3 I r = A = 0.78 In. 0 = 1.92 K = 1 Fy = 50. ksi. Fn Pa A EFF E=h -h =4.0ft B w 2 Fe = TO )2 = 77.4 ksi r [ Section Modulus [ Radius Of Gyration ] [ Safety Factor ] [ Yield Stress ] [ Nominal Buckling Stress ] ( Allowable Concentrated Load For Compress.] [ Effective Area At The Stress Fn _ ] [ Unsupported Length - max If Fe > 2y then Fn = Fy I 1 - 4yFe I Else Fn = Fe Fn = 41.9 ksi Check Each Element If A = 1�.0-52��/ = � > 0.673 then section is not fully effective ! 1 _ 0.22 Then Use AEFF = A - x r a I w - w I Else AEFF = A L AEFF = 0.56 kip Pn = AEFF Fn = 23.8 kip Pn Pa = 0 = 12.4 kip Find Allowable Stress For Bending Critical At Line A Or D Fb = 0.6 Fy = 30.0 ksi Page Number : 9 4.1.1.For Dead Load + Live Load P .. DAL+LL P BL+LL Figure 4.2. s PDL+LL ( pDL+. pLL ) ( 2 + a ) b = 2.16 kips A S S PDL+LL ( pDL+ pLL ) ( 2 + 2R ) b = 3.24 kips < Pa = 12.4 kip OK,See Above B 4.1.2. For Dead Load + Wind Load 4.1.2a Vertical Direction : Uplift P V B� P V A Figure 4.3. Cq = 0.9 Refer To Table No. 16-H Of UBC 1997 r s PA I Cq pwL pDL , ( 2 + a ) b = 0.89 kips S Py _ Cq pwL - PDL -J ( BR + s2 ) b = 1.33 kips B Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 4.1.1.For Dead Load + Live Load P .. DAL+LL P BL+LL Figure 4.2. s PDL+LL ( pDL+. pLL ) ( 2 + a ) b = 2.16 kips A S S PDL+LL ( pDL+ pLL ) ( 2 + 2R ) b = 3.24 kips < Pa = 12.4 kip OK,See Above B 4.1.2. For Dead Load + Wind Load 4.1.2a Vertical Direction : Uplift P V B� P V A Figure 4.3. Cq = 0.9 Refer To Table No. 16-H Of UBC 1997 r s PA I Cq pwL pDL , ( 2 + a ) b = 0.89 kips S Py _ Cq pwL - PDL -J ( BR + s2 ) b = 1.33 kips B Page Number : 10 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 350 S.Mil1iken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 4.1.2b Transversal Direction Load Transfer From The Roof Panel To The Purlins : See Plans For Details 1/s-6; 2/s-6; 8/s-6 Load Transfer From The Purlins To The Columns : See Plans For Details 1/s-6; 2/s-6; 4/s-6 Load Transfer From The Columns To The Shearwalls : See Plans For Details 181s -3;201s-3 Load Transfer From Shear Walls To Foundation : See Calc's 7.3. And Plans For Details: 1/s-5; F/s-5 T R R T R Figure 4.4. Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 PT = C pwL Ridge b = 3.15 kips ,�\ Total Lateral Force On The Building At Each Bay PT Eave + Ridge R = 2 2 = 0.80 kips 2 s S Check Shearwalls P T W2 s = 65. lb. < 319 lb. OK See ICBO PFC-5837 ( Attached S ft. ft. Page Number : 11 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 14890-2 350 S.Mi11iken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 4.1.2c Longitudinal Direction Lateral Loads From Gable Ends Are Transferred To Shear Walls via Connector Columns Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 rRidge + Eave Width PT = Cq pWLL 2 - hw 2 = 1.30 kips L Total Load From Gable End At Each Side Walls P T ( h - h ) M = 2 A w DL+WL 4 - . ip in. r\\ ( 4 ) Columns Are Transferring The Load To The Shear Walls M DL+WL fb = AS = 7.20 ksi < 1.33 Fb = 39.0 ksi OK 4.1.3. For Dead Load + Seismic Find Seismic Load On Connector Columns At Side Walls In Any Direction 3 Ca Width 3.15 kips PT 1.4R [ p 1 kips < DL ) 2 b = 0. 2 ,I:\ Load Due To Wind Does Not Govern ! Page Number : 12 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 A 350 S.Milliken;#A.ONTARIO,Ca91761 int Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 4.2.Check Porch Columns Use : 2.00" x 2.00" x 0.12" Square Tube b = 12.0 ft - Bay Spacing s = 12.0 ft - Span Of The Frame - @ Stalls sBR = 12.0 ft - Span Of The Frame - @ Breezeway a = 2.0 ft - Overhang Of The Roof 4.2.1.For Dead Load + Live Load P - ( p + p )(sBR + s )(b + a) = 2.16 kips < P = 3.77 kips 0 K, See Below DL+LL DL LL 2 2 2 a Find Allowable Strength For Compression For : 2.00" x 2.00" x 0.120" Square Tube Fy = 50.00 ksi A = 0.88 int I = 0.51 in S = 0.51 in r = 0.76 in - Minimum Yield Stress - Area - Moment Of Inertia - Section Modulus - Radius Of Gyration Refer To Section 2217 And 2218 Of UBC 1997 : t = h = 12. ft - Unsupported Length - max. k t= 12.00 f t k e= 188.63 < 200 OK r FL _ (7r2 E = 9.18 ksi k )2 r- r If Fe > 2y then Fn = Fy L 1 - 4yFeJ Else Fn = Fe Fn = 8.18 ksi Check Each Element If A = 1�052�✓ = > 0.673 then section is not fully effective ✓ k r A 1 _ 0.22 1 Then Use AEFF = A - x I w - w A J Else AEFF = A -� AEFF _ 0.88 int Pn L Pn = AEFF Fn = 7.23 kip Pa = S = 3.77 kip = Allowable Compressive Strength Page Number : 13 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 pDL 2.5 350 S.Milliken;#A.ONTARIO,Ca91761 of Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 4.2.2. For Dead Load + Wind Load Cq = 1.2 Refer To Table No. 16-H Of UBC 1997 P - ( C p WL _ p DL 2 ) (s2 + s ) ( 2 2 b V CI + a) = 1.26 kips P v A = 0.88 int > 0.6 Fy 1.33 - 0.02 int OK 5. CHECK TRUSS/RAFTER 5.1. Check 12' Walkway/Divider Wall Truss ( See Figure 3.) Units : lb,in Spacing Of The Truss = 12. ft of Lb2 pDL 2.5 Number of Ft 1 Lb2 PLL= 20. beams 5 Ft of Lb2 pWL= 23.5 Number of Ft M I C R 0 S A F E --n STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 3/10/1996 12:01:39 Input data file 12WLKWY.INP Output data file WORKOUT SIZE OF THE STRUCTURE Number of nodes 4 Number of materials 1 Number of beams 5 Number of beam end releases 10 Number of plates 0 Number of fasteners 0 - Number of primary loadcases 3 Number of superposition loadcases 2 Number of restrained degrees of freedom 3 Page Number: 14 NODE COORDINATES Node Coordinate X Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 1 0.00000 NODE COORDINATES Node Coordinate X Coordinate Y 1 0.00000 0.00000 2 72.00000 0.00000 3 144.00000 24.00000 4 72.00000 12-.00000 MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 29000000. 0.300000 0.000 BEAM DATA Trussmembers 2" x 1-3/4" x 14 GA. w/ Closure For Section Properties. See Appendix B Beam I J Length Area M. Inertia Material 1 1 2 72.000 0.5600 0.53000 1 2 2 3 75.895 0.5600 0.53000 1 3 3 4 72.993 0.5600 0.53000 1 4 4 1 72.993 0.5600 0.53000 1 5 2 4 12.000 0.5600 0.53000 1 PRIMARY LOADCASES Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor DEAD LOAD 1 0 2 0 0.00000 End Distributed Loads -2.50000 -2.50000 -2.50000 -2.50000 LIVE LOAD 2 0 2 0 0.00000 Page Number : 15 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 3 Local Y axis .4 Local Y axis SUPERPOSITION LOADCASES End Distributed Loads -20.00000 -20.00000 -20.00000 -20.00000 WIND LOAD 3 0 2 0 0.00000 End Distributed Loads -21.10000 -21.10000 -21.10000 -21.10000 Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 Page Number : 16 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 0.000000 350 S.Milliken;#A.ONTARIO,Ca91761 0.021844 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn MOVEMENT RESTRAINTS Node Type of restraint Restraint 1 Translation along X axis 0.00000 1 Translation along Y axis 0.00000 3 Translation along Y axis 0.00000 -------------------------------------------------------------------------- -------------------------------------------------------------------------- RESULTS FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD ------------------------------------------------=------------------------- -------------------------------------------------------------------------- NODE DISPLACEMENTS Node U V Omega 1 0.000000 0.000000 0.000000 2 0.021844 -0.278847 0.000000 3 -0.045521 0.000000 0.000000 4 0.023916 -0.280060 0.000000 BEAM LOADS AND STRESSES ------------------------ 2 PX2,SX2,SH2 T T PX1,SX1,SH1 Beam I J 1 1 2 2 2. 3 3 3 4 4 4 1 5 2 4 Beam I J 1 1 2 2 2 3 3 3 4 4 4 1 5 2 4 PX1,PX2 Axial Load At The Ends Of The Member SX1,SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1,SH2 Shear At The Ends Of The Member BM1,BM2 Bending Moment At The Ends Of The Membe PX1 SX1 PX2 SX2 4927. 8798. 4927. 8798. 5194. 9274. 5194. 9274. -4860. -8679. -5130. -9161. -4860. -8679. -5130. -9161. -1642. -2933. -1642. -2933. SH1 SH2 BM1 BM2 0. 0. 0. 0. 0. 0. 0. 0. 810. -810. 0. 0. 810. -810. 0. 0. 0. 0. 0. 0. Page Number : 17 Maximum Stress - Compression -8679. At Beam : Maximum Stress - Tension 9274. At Beam : NODE INTERNAL FORCES AND REACTIONS . Node FX FY 1 0. Reaction 1642. Reaction 3 0. 1642. Reaction ---------------------------------------------- ---------------------------------------------- RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD ---------------------------------------------- ---------------------------------------------- NODE DISPLACEMENTS Node U Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 0.000000 0.000000 Maximum Stress - Compression -8679. At Beam : Maximum Stress - Tension 9274. At Beam : NODE INTERNAL FORCES AND REACTIONS . Node FX FY 1 0. Reaction 1642. Reaction 3 0. 1642. Reaction ---------------------------------------------- ---------------------------------------------- RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD ---------------------------------------------- ---------------------------------------------- NODE DISPLACEMENTS Node U V Omega 1 0.000000 0.000000 0.000000 2 -0.018340 0.227102 0.000000 3 0.035880 0.000000 0.000000 4 -0.020665 0.228121 0.000000 BEAM LOADS AND STRESSES ------------------------ 2 T PX2,SX2,SH2 T PX1,SX1,SH1 Beam I J 1 1 2 2 2 3 3 3 4 4 4 1 5 2 4 3 2 MZ 0. 0. PX1,PX2 Axial Load At The Ends Of The Member SX1,SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1,SH2 Shear At The Ends Of The Member BM1,BM2 Bending Moment At The Ends Of The Membe, PX1 SX1 PX2 SX2 -4137. -7387. -4137. -7387. -4361. -7787. -4361. -7787. 4080. 7287. 4050. 7233. 3824. 6828. 3794. 6775. 1379. 2462. 1379. 2462. Page Number : 18 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 SH1 350 S.Milliken;#A.ONTARIO,Ca91761 BM1 Janos Boros P.E. PHONE (909) 974-4150 Date. 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. 2 2 3 0. 0. 0. 0. 3 3 4 -680. 680. 0. 0. 4 4 1 -680. 680. 0. 0. 5 2 4 0. 0. 0. 0. Maximum Stress - Compression -7787. At Beam : 2 Maximum Stress - Tension 7287. At Beam : 3 NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 506. Reaction -1295. Reaction 0. 3 0. -1379. Reaction 0. 5.2. Check 12'.Breezeway Truss ( See Figure 4. ) Units : lb,in Spacing Of The Truss = 12. ft pDL= 2.5 Lb2 Ft PLL= 20. Lb2 . Ft Lb PWC" 23.5 2 Ft - M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 3/10/1996 11:37:06 Input data file X.INP Output data file WORKOUT Page Number : 19' Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 4 350 S.Milliken;#A.ONTARIO,Ca91761 of Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn SIZE OF THE STRUCTURE Number of nodes 4 Number of materials 1 Number of beams 5 Number of beam end releases 10 Number of plates 0 Number of fasteners 0 Number of primary loadcases 3 Number of superposition loadcases 2 Number of restrained degrees of freedom 3 NODE COORDINATES 1 Node Coordinate X Coordinate Y 12.000 1 0.53000 72.00000 0.00000 2 2 1 72.00000 12.00000 0.5600 3 1 0.00000 0.00000 3 4 72.993 144.00000 0.00000 0.53000 MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 29000000. 0.300000 0.000 BEAM DATA Trussmembers 2" x 1-3/4" x 14 GA. w/ Closure For Section Properties See Appendix B Beam I J Length Area M. Inertia Material 1 11 2 12.000 0.5600 0.53000 1 2 3 1 72.000 0.5600 0.53000 1 3 3 2 72.993 0.5600 0.53000 1 4 4 2 72.993 0.5600 0.53000 1 5 4 1 72.000 0.5600 0.53000 1 Page Number : 20 PRIMARY LOADCASES Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis DEAD LOAD 1 0 2 0 0.00000 End Distributed Loads -2.50000 -2.50000 -2.50000 -2.50000 Loadcase name LIVE LOAD Loadcase number 2 Number of loaded nodes 0 Number of loaded beams 2 Number of loaded plates 0 Gravity loads factor 0.00000 BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number.of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 3 Local Y axis 4 Local Y axis End Distributed Loads -20.00000 -20.00000 -20.00000 -20.00000 WIND LOAD 3 0 2 0 0.00000 End Distributed Loads 21.10000 21.10000 -16.40000 -16.40000 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn PRIMARY LOADCASES Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis DEAD LOAD 1 0 2 0 0.00000 End Distributed Loads -2.50000 -2.50000 -2.50000 -2.50000 Loadcase name LIVE LOAD Loadcase number 2 Number of loaded nodes 0 Number of loaded beams 2 Number of loaded plates 0 Gravity loads factor 0.00000 BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number.of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 3 Local Y axis 4 Local Y axis End Distributed Loads -20.00000 -20.00000 -20.00000 -20.00000 WIND LOAD 3 0 2 0 0.00000 End Distributed Loads 21.10000 21.10000 -16.40000 -16.40000 Page Number : 21 SUPERPOSITION LOADCASES Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 MOVEMENT RESTRAINTS Node Type of Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn along X axis 0.00000 SUPERPOSITION LOADCASES Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 MOVEMENT RESTRAINTS Node Type of restraint Restraint 4 Translation along X axis 0.00000 4 Translation along Y axis 0.00000 3 Translation along Y axis 0.00000 RESULTS FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD NODE DISPLACEMENTS Node U V Omega 1 -0.021844 -0.267627 0.000000 2 -0.021844 -0.267627 0.000000 3 -0.043688 0.000000 0.000000 4 0.000000 0.000000 0.000000 Page Number : 22 BEAM LOADS AND STRESSES T Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn BEAM LOADS AND STRESSES NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 3 0. 1642. Reaction 0. 4 0. Reaction 1642. Reaction 0. T 2 PX1,PX2 Axial Load At The Ends Of The Member �PX2,SX2,SH2. SX1,SX2 Axial Stress At The Ends Of The Member + : Tension - Compression SH1,SH2 Shear At The Ends Of The Member 1 T BM1,BM2 Bending Moment At The Ends Of The Membe PX1,SX1,SH1 Beam I J PX1 SX1 PX2 SX2 1 1 2 0. 0. 0. 0. 2 3 1 4927. 8798. 4927. 8798. 3 3 2 -5130. -9161. -4860. -8679. 4 4 2 -5130. -9161. -4860. -8679. 5 4 1 4927. 8798. 4927. 8798. Beam I J SH1 SH2 BM1 BM2. 1 1 2 0. 0. 0. 0. 2 3 1 0. 0. 0. 0. 3 3 2 -810. 810. 0. 0. 4 4 2 810. -810. 0. 0. 5 4 1 0. 0. 0. 0. Maximum Stress - Compression -9161. At Beam : 3 OK Maximum Stress - Tension 8798. At Beam : 2' NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 3 0. 1642. Reaction 0. 4 0. Reaction 1642. Reaction 0. Page Number : 23 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 Omega 350 S.Milliken;#A.ONTARIO,Ca91761 0.014905 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn -------------------------------------------------------------------------- -------------------------------------------------------------------------- RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD -------------------------------------------------------------------------- -------------------------------------------------------------------------- NODE DISPLACEMENTS Node U V- Omega 1 0.014905 0.186509 0.000000 2 0.014840 0.186509 0.000000 tr 3 0.029810 0.000000 0.000000 4 0.000000 0.000000 0.000000 BEAM LOADS AND STRESSES 2 PX1,PX2 Axial Load At The Ends Of The Member �PX2,SX2,SH2 SX1,SX2 Axial Stress At The Ends Of The Member + : Tension - Compression SH1,SH2 Shear At The Ends Of The Member 1 T BM1,BM2 Bending Moment At The Ends Of The Membe PX1,SX1,SH1 Beam I J PX1 SX1 PX2 SX2 1 1 2 0. 0. 0. 0. 2 3 1 -3362. -6003. =3362. -6003. 3 3 2 3522. 6289. 3552. 6342. 4 4 2 3550. 6340. 3580. 6393. 5 4 1 -3362. -6003. -3362. -6003. Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. 2 3 1 0. 0. 0. 0. 3 3 2 680. -680. 0. 0. 4 4 2 -509. 509. 0. 0. 5 4 1 0. 0. 0. 0. Maximum Stress - Compression -6003. At Beam : 2 OK Maximum Stress - Tension 6340. At Beam : 4 Page Number : 24 NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 3 0. -1250. Reaction 0. 4 56. Reaction -1085. Reaction 0. 6. CHECK FASTENERS Allowable Loads (lb) For Screws Per ICBO ER -5202 STEEL THICKNESS in. 1/4 - 14 SCREW Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-41.50 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 3 0. -1250. Reaction 0. 4 56. Reaction -1085. Reaction 0. 6. CHECK FASTENERS Allowable Loads (lb) For Screws Per ICBO ER -5202 STEEL THICKNESS in. 1/4 - 14 SCREW #12 SCREW #10 SCREW #8 SCREW #6 SCREW PULL PULL PULL PULL PULL (GAUGE) SHEAR OUT SHEAR OUT SHEAR OUT SHEAR OUT SHEAR OUT .1046 (12) 1102 591 884 497 660 575 534 363 436 320 .0747 (14) 920 386 829 379 624 337 533 352 452 220 .0598 (16) 689 219 622 294 629 230 458 302 423 231 .0478 (18) 351 137 326 141 344 155 330 143 251 138 .0359 (20) 242 120 232 123 225 83 222 93 168 81 Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A"653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. _ 16 ga, 14 ga, 12 ga - ASTM A 653 Grade 50 S.Q. with a minimum of 50,000 psi yield strength. Page Number : 25 % . CHECK CONNECTIONS 7.1. Purlin To Truss 7.1.1. 12' Long Purlin To Truss , Use : (2) #14 " TEKS i Screws V = ALLOW 920 lb - For 14 GA. To 14 GA. See Above TEKS_ R = DL+LL 0.81 kips - See 3.1.1. R = DL+WL 0.66 kips - See 3.1.2. RDL+LL 0.81 kips < 2 VALLOW TEKS RDL+WL= 0.66 kips < 1.33 ( 2 VALLOW ) TEKS 7.2. Truss To Column 7.2.1. 12' Span Truss To Column Use : (5) #14 " TEKS " Screws V ALLOW = 920 lb - For 14 GA. To 14 GA. See Above TEKS R DL+LL = 1.64 kips RDj.+WL 1.25 kips RDL+LL 1.64 kips < 5 VALLow TEKS RDL+WL 1.25 kips < 1.33 ( 5 VALLow ) TEKS Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn. % . CHECK CONNECTIONS 7.1. Purlin To Truss 7.1.1. 12' Long Purlin To Truss , Use : (2) #14 " TEKS i Screws V = ALLOW 920 lb - For 14 GA. To 14 GA. See Above TEKS_ R = DL+LL 0.81 kips - See 3.1.1. R = DL+WL 0.66 kips - See 3.1.2. RDL+LL 0.81 kips < 2 VALLOW TEKS RDL+WL= 0.66 kips < 1.33 ( 2 VALLOW ) TEKS 7.2. Truss To Column 7.2.1. 12' Span Truss To Column Use : (5) #14 " TEKS " Screws V ALLOW = 920 lb - For 14 GA. To 14 GA. See Above TEKS R DL+LL = 1.64 kips RDj.+WL 1.25 kips RDL+LL 1.64 kips < 5 VALLow TEKS RDL+WL 1.25 kips < 1.33 ( 5 VALLow ) TEKS Page Number : 26 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 Width = 350 S.Mi1liken;#A.ONTARIO,Ca91761 Ft Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 7.3. Column To Foundation ( For Notation See 4.Check Columns ) Eave = 8.75 Ft ( Eaveheight ] Width = 36. Ft [ Width Of The Building ] Ridge = 15.5 Ft. [ Ridgeheight ] pWALL - 4.5 Lb2 [ Spec. Weight Of Wallpanel ] Ft b = 12. Ft [ Bay Spacing ] h = 8. Ft ( Height Of The Wall ] n = 1 [ Number Of Wallpanel 2*1/2 ] Ridge + Eave Width = 0.34 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 7.3.1. Typical At Wall Panel Corners Attach Column To Footing With : (1) 5/8" Diameter Bolt x 4" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent PT = 1.33 P5/8 = 1.49 kip Refer To ICBO Report VT = 1.33 V5�8 = 4.15 kip Refer To ICBO Report Due To Overtur. See 4.1.2b __ (P 2 � Ps (P v + R - n b hw pWALL ) = 1.12 kips V � See 4.1.2a P T Vs 3 4 = 0.53 kip - 4 Columns At Each Line , See 4:1.2b P s V s CPT 13 + r VT 13 = 0.65 < 1.0 Page Number 27 7.3.3. @ Porch Attach Column To Footing With '(2) 5/8" Diameter Bolt x 4" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent Pr = (2) 1.33 P5/8 2.98 kip Refer To ICBO Report 3 PnL+wL 0.84 kips < PT = 2.98 kip Refer To ICBO Report A 7.3.4. Base Plate Design Use 3" x 1/4" x 6" Long d = 0.5 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 7.3.3. @ Porch Attach Column To Footing With '(2) 5/8" Diameter Bolt x 4" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent Pr = (2) 1.33 P5/8 2.98 kip Refer To ICBO Report 3 PnL+wL 0.84 kips < PT = 2.98 kip Refer To ICBO Report A 7.3.4. Base Plate Design Use 3" x 1/4" x 6" Long d = 0.5 in. tw = 0.125 in. tP = 0.25 in. a = 3.0 in. b = 6.0 in. 2 = 1.0 in. S M TP Welding Figure 7.1. / .1/2" Dia. Bolt a b - Bolt Size - Thickness Of The Welding - Thickness Of The Plate - Width Of The Plate - Length Of The Plate Distance Between Col. & Cent. Of Bolt Section Modulus Moment Page Number : 28 a t2 S = 6p - 0.03125 in3 M ALLOW = 0.6 Fy S = 0.9375 kip -in. M PALLOW 2 ALLOW - 3.0 kips > 3 PDL+WL- 0.84 kips f -tw - 2 A 7.3.5. Check For Welding Use 1/8" Welding 2" Long F = 70 000 Lb [ Yield Stress For Welding ] Y Inchz t = 2 Inch ( Length Of The Welding ] b = 0.125 Inch [ Size Of The Welding ] 0.3 FY b t = 3710 Lb > 3 PDL+wL- 0.84 kips 2 A 8. CHECK FOUNDATION Designed By: Janos Boros P.E.. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn a t2 S = 6p - 0.03125 in3 M ALLOW = 0.6 Fy S = 0.9375 kip -in. M PALLOW 2 ALLOW - 3.0 kips > 3 PDL+WL- 0.84 kips f -tw - 2 A 7.3.5. Check For Welding Use 1/8" Welding 2" Long F = 70 000 Lb [ Yield Stress For Welding ] Y Inchz t = 2 Inch ( Length Of The Welding ] b = 0.125 Inch [ Size Of The Welding ] 0.3 FY b t = 3710 Lb > 3 PDL+wL- 0.84 kips 2 A 8. CHECK FOUNDATION - Specific Weight Of Concrete - Min. Soil Pressure At 1'-0" - Min. Lateral Bearing Pressure - Min. Lateral Sliding Resistance ( Eaveheight ] [ Width Of The Building ] [ Ridgeheight ] [ Spec. Weight Of Wallpanel ] [ Bay Spacing ] [ Height Of The Wall ] [ Number Of Wallpanel 2*1/2 ] Lb �e = 150. 3 Ft Lb PS s = 1000. Ftz Lb P L = 100. Ftz Lb p e = 130. Ftz Eave = 9.0 Ft Width = 36. Ft Ridge = 15.5 Ft. Lb Lb2 pWALL - 4.5 Ft b = 12. Ft hW = 8. Ft n = 1 - Specific Weight Of Concrete - Min. Soil Pressure At 1'-0" - Min. Lateral Bearing Pressure - Min. Lateral Sliding Resistance ( Eaveheight ] [ Width Of The Building ] [ Ridgeheight ] [ Spec. Weight Of Wallpanel ] [ Bay Spacing ] [ Height Of The Wall ] [ Number Of Wallpanel 2*1/2 ] Page Number : 29 Ridge + Eave Width = 0.34 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 8.1 @ Typical Use 2'-0" Dia. x 2'-0" Deep Concrete Footing D = 2.0 Ft ( Depth Of The Footing ] r = 1.0 Ft ( Radius Of The Footing ] A = r2 n = 3.14 Ft.2 ( Area Of The Bottom Of The Footing ] 8.2.1. Vertical Down P VERT. = 3.24 kip DOWN 1.2 p = 1200 Lb - s Ft 8.2.2. Vertical Up P Down' = 1203 Lb A Ft Due To Overtur. See 4.1.2b _ 2 PRT. 3 (PB + R - n b hW pWnII ) = 1.12 kips See 7.3.2. See 4.1.2a _ PWEIGTH A D a c = 0.91 kip FOOTING Safety = 2 Stress Increase Due To Wind 1.33 p PFRICT. ( 2 ) (2 r n) 6 s D = 1.67 kip P + P FRICT. WEIGTH Safety = P FOOTING = 2.3 OK VERT. UP Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi11iken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn Ridge + Eave Width = 0.34 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 8.1 @ Typical Use 2'-0" Dia. x 2'-0" Deep Concrete Footing D = 2.0 Ft ( Depth Of The Footing ] r = 1.0 Ft ( Radius Of The Footing ] A = r2 n = 3.14 Ft.2 ( Area Of The Bottom Of The Footing ] 8.2.1. Vertical Down P VERT. = 3.24 kip DOWN 1.2 p = 1200 Lb - s Ft 8.2.2. Vertical Up P Down' = 1203 Lb A Ft Due To Overtur. See 4.1.2b _ 2 PRT. 3 (PB + R - n b hW pWnII ) = 1.12 kips See 7.3.2. See 4.1.2a _ PWEIGTH A D a c = 0.91 kip FOOTING Safety = 2 Stress Increase Due To Wind 1.33 p PFRICT. ( 2 ) (2 r n) 6 s D = 1.67 kip P + P FRICT. WEIGTH Safety = P FOOTING = 2.3 OK VERT. UP Page Number : 30 1-3/4" I I 2" 4 6� 1/2" 4 7 /3/8" 2" F3 <-3 1-3/4" 5 +_+ (A1 �3 I1 l 3/8" F2 i t j 14 GA ( 0.075" ) 14 GA ( 0.075" ) Figure 2.1. Figure 2.2. Nodes And Beams: NOT TO SCALE (--BEAM #2 BEAM # NODE #1 NODE #2 Figure 3. NODE #3 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mi11iken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 1-3/4" I I 2" 4 6� 1/2" 4 7 /3/8" 2" F3 <-3 1-3/4" 5 +_+ (A1 �3 I1 l 3/8" F2 i t j 14 GA ( 0.075" ) 14 GA ( 0.075" ) Figure 2.1. Figure 2.2. Nodes And Beams: NOT TO SCALE (--BEAM #2 BEAM # NODE #1 NODE #2 Figure 3. NODE #3 Page Number 31 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 350 S.Mi11iken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn Nodes And Beams : NODE #2 NOT TO SCALE / I \ �- BEAM #4 BEAM #3 F BEAM #1 BEAM #2 1 j BEAM #S \_ _ NODE #3 NODE #1 NODE #4 Figure 4. 1-3/4" 2" CLOSURE - PIECE l� t3/8"/ 1/2" 1/2" 14 GA ( 0.075" ) Figure 5.. Page Number : 32 APPENDIX A Section Properities Of 2" x 1 3/4" x 14 GA. ( See Figure 2.1. ) Y Ay Ay I 0.038 -0.002 0 0 0.188 0.011 0.002 0 1.000 0.300 0.300 0.1 1.963 0.236 0.462 0 0.529 0.549 0.764 2 I = 0.1 + 0.764 - 0.529 r 0.529 = 0.294 Inch2 __ 0.549 L Y 0.529 = 1.038 Inch S 01.038 .294 = 0.238 Inch r = 0.745 Inch Y _ A Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi11iken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn 3 0.300 APPENDIX A Section Properities Of 2" x 1 3/4" x 14 GA. ( See Figure 2.1. ) Y Ay Ay I 0.038 -0.002 0 0 0.188 0.011 0.002 0 1.000 0.300 0.300 0.1 1.963 0.236 0.462 0 0.529 0.549 0.764 2 I = 0.1 + 0.764 - 0.529 r 0.529 = 0.294 Inch2 __ 0.549 L Y 0.529 = 1.038 Inch S 01.038 .294 = 0.238 Inch r = 0.745 Inch Y _ A _ 1 0.053 2 0.056 3 0.300 4 0.120 APPENDIX A Section Properities Of 2" x 1 3/4" x 14 GA. ( See Figure 2.1. ) Y Ay Ay I 0.038 -0.002 0 0 0.188 0.011 0.002 0 1.000 0.300 0.300 0.1 1.963 0.236 0.462 0 0.529 0.549 0.764 2 I = 0.1 + 0.764 - 0.529 r 0.529 = 0.294 Inch2 __ 0.549 L Y 0.529 = 1.038 Inch S 01.038 .294 = 0.238 Inch r = 0.745 Inch Y _ A y 1 0.139 0.038 2 0.038 0.250 3 0.023 0.463 4 0.131 0.875 5.1 0.023 1. 288 " 6 0.038 1.500 7 0.139 1.713 0.531 ( See Figure 2.2. ) Ay Ay 0.005 0 0.010 0.002 0.011 0.005 0.115 0.100 0.030 0.038 0.057 0.086 . 0.238 0.408 0.466 0.639 2 I = __ 0.037 + 0.639 - 0.531 10. 0.466 -0.268 Inch2 0.466 Y 0.531 = 0.877 Inch S = 0.268 = 0.306 Inch .877 r = 0.710 Inch Y A = 0.53 Inch 0.1 I 0 0 0 0.033 0 0 0 0.033 CI 1. Page Number : 33 APPENDIX B Section Properities Of 2" x 1 3/4" Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE'(909) 974-4150 Job # 14890-2 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn APPENDIX B Section Properities Of 2" x 1 3/4" x 14 GA. w/ Closure Piece ( See Figure S. ) (1986 AISI, 50.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 2.000 IN THICKNESS = 0.0750 IN BOTTOM FLANGE = 0.8750 IN TOP FLANGE = 1.750 IN WEB ANGLE = 90.000 DEG INSIDE RADIUS = 0.0625 IN BOTTOM LIP = 0.3750 IN BOTTOM LIP ANGLE = 90.000 DEG X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION TOP IN COMPRESSION L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 SUM 7.5423 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION TOP IN COMPRESSION L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277. TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 -41 Page Number : 34 FULL WEB OR WEB B1 1.7250 Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 14890-2 Date 4-13-2002' Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn BOTTOM WEB CORNER FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 SUM 7.5423 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION BOTTOM IN COMPRESSION L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 .1.7250 0.4277 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 - 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 SUM 7.5423 0.2562 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION BOTTOM IN COMPRESSION L Y LY LY2 IO BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 TOP FLANGE 1.4750 1.9625 2.8947 5.6808 0.0000 TOP WEB CORNER 0.1570 1.9262 0.3025 0.5827 0.0001 FULL WEB OR WEB B1 1.7250 1.0000 1.7250 1.7250 0.4277 BOTTOM WEB CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM FLANGE 0.6000 0.0375 0.0225 0.0008 0.0000 BOTTOM LIP CORNER 0.1570 0.0738 0.0116 0.0009 0.0001 BOTTOM LIP 0.2375 0.2562 0.0609 0.0156 0.0011 Page Number : 35 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 14890-2 -0.3889 350 S.Milliken;#A.ONTARIO,Ca91761 0.0000 Janos Boros P.E. PHONE (909) 974-4150 Date 4-13-2002 Reference: Brad Wolfe <MD Enterprises > Description: 12' RCA Breezeway Barn SUM 7.5423 7.1628 10.3325 0.8586 = YBAR = 0.9497 IN Y -Y AXIS PROPERTIES (GROSS SECTION) -L X LX LX2 IO BOTTOM LIP 0.2375 -1.6375 -0.3889 0.6369 0.0000 BOTTOM LIP CORNER 0.1570 -1.6012 -0.2515 0.4026 0.0001 BOTTOM FLANGE 0.6000 -1.2375 -0.7425 0.9188 0.0180 BOTTOM WEB CORNER 0.1570 -0.8738 -0.1372 0.1199 0.0001 FULL WEB OR WEB B1 1.7250 -0.8375 -1.4447 1.2099 0.0000 TOP WEB CORNER 0.1570 -0.8012 -0.1258 0.1008 0.0001 TOP FLANGE 1.4750 0.0000 0.0000 0.0000 0.2674 TOP WEB CORNER 0.1570 0.8012' 0.1258 0.1008 0.0001 FULL WEB OR WEB B1 1.7250 0.8375 1.4447 1.2099 0.0000 BOTTOM WEB CORNER 0.1570 0.8738 0.1372 0.1199 0.0001 BOTTOM FLANGE 0.6000 1.2375 0.7425 0.9188 0.0180 BOTTOM LIP CORNER 0.1570 1.6012 0.2515 0.4026 0.0001 BOTTOM LIP 0.2375 1.6375 0.3889 0.6369 0.0000 SUM 7.5423 -0.0000 6.7780 0.3043 XBAR = -0.0000 IXTC = 0.3292 IN4 IXBC = 0.3292 IN4 IY = 0.5312 IN4 AREA = 0.5657 IN2 VA = 2.5875 KIP SXTC = 0.3134 IN3 SXBC = 0.3466 IN3 Section Properities•Of 2" x 1-3/4" x 14 GA. w/ Closure Piece = 1.9233 (1986 AISI;- 50.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 2.000 IN THICKNESS = 0.0750 IN BOTTOM FLANGE = 0.8750 IN TOP FLANGE = 1.750 IN WEB ANGLE = 90.000 DEG INSIDE RADIUS = 0.0625 IN BOTTOM LIP = 0.3750 IN BOTTOM LIP ANGLE = 90.000 DEG IXTC = 0.3292 IN4 IXBC = 0.3292 IN4 IY = 0.5312 IN4 AREA = 0.5657 IN2 VA = 2.5875 KIP SXTC = 0.3134 IN3 SXBC = 0.3466 IN3 SY = 0.3171 IN3 WT = 1.9233 PLF RX = 0.7628 IN MATC 9.38 KIP -IN MABC = 10.38 KIP -IN RY = 0.9690 IN AEFF = 0.5657 IN2 1 0.0011 IN4 ICBO Evaluation Service, Inc. ��� a'���Stn=�te 5360 WORKMAN MILL ROAD • A subsidiary corporation of the EVALUATION REPORT Copyright m 2000 ICBO Evaluation Service, Inc. WHITTIER, CALIFORNIA 90601-2299 International Conference of Building Officials Filing Category: ROOF, WALL AND FLOOR PANELS—Wood (216) MD STRUCTURAL WALL PANEL MD ENTERPRISES, INC. 1720 EAST LOCUST STREET ONTARIO, CALIFORNIA 91761 1.0 SUBJECT MD Structural Wall Panel. 2.0 DESCRIPTION 2.1 General: The MD Structural Wall Panel is a factory -assembled, non- bearing exterior wall panel used in combustible and nonfire- resistive construction of Group U, Division 1, and Group S, Di- vision 2, Occupancies. Each panel measures a maximum of 12 feet (3658 mm) in length by 8 feet (2438 mm) in height, and is constructed from three 4-foot-long-by4l-foot-high (1219 mm by 2438 mm) plywood panels covered, on both sides, with sheet metal. The plywood panels and facings are joined by interior steel splines and are encased in a steel C -channel perimeter frame to form the 12 -by -8 -foot (3658 by 2438 mm) panel. 2.2 Materials: 2.2.1 Plywood Panels: Plywood panels are nominal 3/4 -inch -thick (19.1 mm), five -layer, C -D, Exposure 1 panels with a span rating of 48/24 and complying with UBC Standard 23-2. 2.2.2 Steel Frame and Splines: Steel frame and splines are galvanized C -channels manufactured from No. 14 gage [0.072 inch (1.83 mm) base -metal thickness] steel conform- ing to ASTM A653, SS or SQ, Grade 50, Class 1 or better. The channels have the following dimensions: 13/4 -inch -deep (44.5 mm) web, 2 -inch -wide (51 mm) flanges, 1/2 -inch (12.7 mm) first return lip and 3/6 -inch (9.5 mm) second return lip. The interior splines that join the 4 -by -8 -foot (1219 by 2438 mm) panels together are spot-welded back-to-back at 8 inch- es (203 mm) on center. 2.2.3 Connector Column Assembly: Connector column assembly is used to connect 12 -by -8 -foot (3658 by 2438 mm) wall panels together and to transfer loads from the panels to the foundation. A connector colgmn assembly primarily con- sists of the following components: a main C -channel (known as the connector column) having minimum dimensions of 2 -inch -deep (51 mm) web, 11/2 -inch -wide (38 mm) flanges; and a closure piece C -channel having the same dimensions as the main channel, except with minimum I/2 -inch (12.7 mm) flanges. The channels are manufactured from minimum No. 14 gage [0.072 inch (1.83 mm) base -metal thickness] steel conforming to ASTM A 653, SS or SQ, Grade 50 or better. At the bottom of the main channel, a minimum No. 4 gage 10.2242 inch (5.7 mm)) base plate is shop -welded at the bot- PFC-5837 Issued October 1, 2000 tom of the channel for anchoring the connector column as- sembly to the foundation. Vertical steel plates or C-shaped bend plates, having the same minimum thickness as the main channel, are shop -welded to interior flange walls of the main channel for closure channel attachment. Welding must be in accordance with the approved quality control manual. Steel base plates are manufactured from ASTM A 36 steel with a minimum yield strength of 36 ksi (250 MPa) or ASTM A 569, Grade 30, with a minimum yield strength of 30 ksi (208 MPa). See details C and D of Figure 1. 2.2.4 Sheet Metal: Sheet metal facings, used for weather protection, are galvanized No. 26 gage [0.0109 inch (2.8 mm) base -metal thickness) steel sheets conforming to ASTM A 792, Grade 50, AZ50 or better. The sheet metal, sized to match the dimensions of each plywood panel, is bonded on both sides ofthe panel in accordance with the approved quali- ty control manual. 2.3 Installation: Panels are installed with field -installed vertical connector col- umns. The panels are fastened, at the ends and along the height, to connector columns with a minimum of three t/cinch-diameter (12.7 mm) galvanized steel bolts manufac- tured from ASTM A 370 steel with a minimum yield strength of 36 ksi (250 MPa), and a nut, to match the thread of the bolt, welded to the web (interior side) of the C -channel frame. The connector column is anchored to the foundation with ap- proved anchor bolts. The closure piece channel is fastened to the connector column with 1/4 -inch (6.4 mm) corrosion -re- sistant steel TEK screws. Anchorage of the connector col- umns to the foundation must be designed to resist the maxi- mum allowable toads of the panel. If the connector column -panel assemblies are required to be attached to other structural members, fasteners must be adequate to transfer or resist the required loading. See Figure 1 for typical wall panel installation details for two different building configura- tions. 2.4 Allowable Loads: The allowable racking shear and tranverse loads for the MD panels are shown in Table 1. An analysis (incorporating the panel system, including fasteners and structural framing members) and a complete load path, capable of transferring all loads and forces from their point of origin to toad -resisting element% must be submitted to the building official for ap- proval. 2.5 Special Inspection: Welding perfom*d at the jobsite requires continuous special Inspection in accordance with paragraph 5 of Section 1701.5 of the Uniform Building Code" (UBC). Before proceeding, the welder must demonstrate the ability to produce the prescribed weld to the special inspector's satisfaction. The Evaluation reports oflCBO Evaluation Service, Inc., are issued solely to provide Information to CrassA members ofIC80, utilising the code upon which the report is baud Evaluation reports arenot to be construed as represendngoesthedm orany otheramibutes notipeciJlcally addressed nor as an endorsement or recommen- dadon for use of the subject report This report is based upon independent uestr or other technical data submitted by the applicant The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other dam, but does notpossess testfacAities to make an independent veriJfcation. There is no wnmonry by ICBG Evaluation Service, Inc., cwr= or implies; as to any "Finding" or other matter in the report or as to anyproduct covered by the report This disclaimer includes, but is not limited to, merchantabilit}r Page 1 of 3 t Page 2 of 3 inspector's other duties include verification of materials, weld preparation, welding procedures and welding processes. 2.6 Identification: Each panel is stamped with the manufacturer's name (MD Enterprises, Inc.), the name of the quality control Inspection agency (Smith -Emery Company), and the evaluation report number (ICSO ES PFC-5837). Connector columns are identified similiarly to the panels. 3.0 EVIDENCE SUBMITTED Reports of shear racking and uniform transverse load tests, and a quality control manual. 4.0 FINDINGS That the MD Structural Wall Panel described In this report complies with the 1997 Uniform Building Code', subject to the following conditions: 4.1 Panel erection Is In accordance with this report and the manufacturer's Instructions. PFC-5837 4.2 The design loads do not exceed those shown In Table 1 of this report 4.3 The panels are limited to nonbearing wall applica- tions In combustible, nonfire-rated construction In Group U, Division 1, and Group S, Division 2, Occu- pancies. 4.4 Structural calculations and plans, demonstrating compliance with this report, are submitted to the building official for each project 4.5 The remaining portions of the structure are de- signed and constructed in accordance with the code. 4.6 Special Inspection Is provided for on-site welding In accordance with Section 2.5 of this report 4.7 The panels are fabricated by MD Enterprises, Inc., at their facility located In Ontario, California, with quality control Inspections by Smith -Emery Com- pany (AA -554)• This report Is subject to re-examination In one year. TABLE 1—ALLOWABLE PANEL CAPACITY TYPE OF LOAD ALLOWABLE LOAD Transverse uniform load' 35 psf Racking shear2a 319 plf For SI: I psf - 47.8 Pa, I plf — 14.6 Nlm. I Value is based on minimum 1 -inch (25.4 mm) bearing width at supports and deflection criteria of I/, so of the span. 2Minimum height -to -length ratio is 2:3. Value is based on the panel's capacity: anchorage to foundation must be designed to resist or transfer the required loads. 3No load increase is permitted for wind or seismic loading. APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Nuclear Density Testing Report Per ASTM 1557 TESTING AND INSPECTION Client: Address: City, State: Attn: Project: Soil Description: Wolfe Electric 3060 Thorntree Drive, Suite 100 Chico, CA 95973 Brad Wolfe Wolfe Electric Building Pad Red Brown Sandy Clayey Silt w/ Small Cobbles Report Seq. No. ? Page: 1 of 1 Date: 5/6/02 Tech: B. Steele Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Densitv Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 124.6 Opt. Moist. Content: 13.5 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 5 4" Buildin Pad, Northwest Corner FPG 135.2 17.4 117.7 14.8 95% PASS 614" Building Pad, Northeast Corner FPG 129.9 13.4 116.5 11.5 94% PASS 7 4" Building Pad, Southeast Corner FPG 130.3 16.4 113.9 14.4 92% PASS 8 4" Building Pad, Southwest Corner FPG 129.7 15.2 114.6 13.2 92% PASS M REPORT: Arrived at jobsite at 1430 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Copies to: Reviewed by: 1 3060 Thorntree Drive, Ste. 10 • Chico, CA 95.973 - Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Nuclear Density Testing Report. Per ASTM 1557' TESTING AND INSPECTION Client: Wolfe Electric Address: 3060 Thorntree Drive, Suite 100 City, State: Chico, CA 95973 Attn: Brad Wolfe Project: Wolfe Electric Building Pad Soil Description: Red Brown Sandy Clayey Silt w/ Small Cobbles Report Seq. No. Page: 1 of 1 Date: 5/3/02 Tech: B. Steele Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 124.6 Opt. Moist. Content: 13.5 90% Test # Test Depth Location: Building Pad (Garage) Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 4" Building Pad, Southwest Corner FPG 122.0 8.31 113.6 7.3 92% PASS 214" Building Pad, Northwest Corner FPG 129.2 16.8 112.4 15.0 91% PASS 3 4" Building Pad, Northeast Corner FPG 135.3 16.0 119.2 13.4 96% PASS 4 4" Building Pad, Southeast Corner FPG 135.2 14.7 120.5 12.2 97% PASS REPORT: Arrived at jobsite at 1400 hrs. to perform compaction testing of the Garage Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Copies to: Reviewed b MA 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Sample No: T-1 Wolfe Electric Date: 2 -May -02 3060 Thorntree Drive, Suite 100 Tech: B. Carter Chico, CA 95973 Brad Wolfe Wolfe Electric Building Pad Red Brown Sandy Clayey Silt w/ Small Cobbles Jobsite N/A 1 2 3 4 -100 0 100 7155 7375 7262 2716 2716 2716 4439 4659 4546 130.5 137.0 133.7 117.1 120.8 115.4 1 1 --2F7 3 4 977.9 1072.7 886.7 885.8 956.5 777.6 84.0 86.1 86.0 801.8 870.4 691.6 92.11 116.21 109.1 11.5%1 13.4%1 15.8% Sample Weight: 15,000 grams Rock Correction' ASTM D4718 Total sample wt: 54.95 +314 rock wt: 6.5 % of +3/4 rock: 11.8% Specific Gravity of +3/4: 2.60 Rock adj. density: 124.6 122.0 - -- -- � -- -- 121.0 -- -- -- -- -- � -- --- v 120.0 CL «` 119.0 -- - -- R r 118.0 117.0 -9925.6x2+ 2668.1 x - 58.459 116.0 - RZ - 1 -- -- -- 115.0 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% Moisture Content (% of dry weight) Max density from curve: 120.8 Max adjusted density: 124.6 pcf Optimum moisture: 3.5% This test was performed per ASTM 1557 Reviewed by: onnn-rt--+-n rlrivn (Qfn In . (`hien r,A OrO70 . TnInnkn- 151m Rni_C,R9r. . Fnncimii- /rqn) oM_n7Aq '.J0: PCA NIX - LARRY PAIL rE[t ' � � REI M TU QIIOD IIW HEALTH APPROVED Genera/ Information CON 0MONALLY APPROVED PERMIT CLEARANCE LJ -M%J0LC b rKIUR TO APPROVAL Date: v� / o AP*: 1L V 4—."n— -7D—DU / Owners Name:_ )kA_�_ (,O Dr✓�� _ _ Parcel Acreage: d L. Owners Address: Building Site Address: Lo ( JZ) /v E 1� . Property Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home K-SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel *Septic MeWell ❑ Other Zone District: A — 2,C) Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, chedc use Minimum Acreage: Nitrate Action Plan & No ❑ Yes Violation Area ® No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ® No ❑ Yes, check use u No Yes 'AE Floodplain Zone: ® No Yes ❑ Watershed Protection Zone Pr000sed Use Complies With: General Plan to Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ '•Laridscaping Requirements are OK as Shown r ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes ,oclicabte Setbacks: t ❑ Cohasset Panel Number: () 5 20 L ❑ Accessory Building use Zonin Code r Highways Fire Pr tion Subdivision Mb Front so ej Side Side street Rear �7 C ` 7 Mr.��tnt Environmental Meatth Issues• Septic Permit Review: well Permit Review: Land Development Review ® Map Agriculture Affidavit Required Designated well Site Drainage Plan (Com/Ind/Multi) Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: V +_.'- s�3 Date of Recording: t' - V • 1 ❑ No ❑ Yes ❑ No ❑ Yes i s ❑ No ❑ Yes Legal Access Provided: ❑ No ❑ Yes Legal Access Required: No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes Lot: / Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the Book: Page. ❑ Provide Creation Deed f ❑ Obtain a Certificate of Compliance (See Planning Division for application). '• ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other - -_- General Comments: A) o f ,'G11V vi r , i 3060 Thomtree Drive,.Ste 10 -„ Chico, CA 95923 •Telephone: (530) 891-6625 •'-Facsimile: (530) 891-.4243 ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Brad Wolfe <MD Enterprises > DATE May 29, 2002 JOB NUMBER: 15070-02 CONTENTS Flood Calculations z� �No.54869 * Exp. 6/30/V MAY 2 9 2002 Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-29-2002 Reference: Brad Wolfe <MD Enterprises > Description: Flood Calculations Check Wall For 18 in Water n WALL WATER LEVEL F �. 1 6 •• PRESSURE _ 62.4 lb. ( 18") = 93.6 psf ft3 Load On The Bottom Track: W = 93.6 psf ( 1' -0" ) = 46.8 plf SUPPORT TO SUPPORT ( REFER TO PLANS ) W Q 2 (46.8 plf ) (12' -011)2 M= 8 = $ = 10.1 kip -in M 10.1 kip -in _ 3 3 OK SRQ. 0.6 Fy 0:6 (50.0 ksi) - 0.3 in = S = 0.31 in ( See Appendix Of The Calculations For -Track Section Properties J�37 Tlote Refer to attached ICBO ER -5521 on the barn wall panel. The allowable transversal uniform load is psf. ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909) 974 4150 FAX: ( 909) 974 4153 i Q STRUCTURAL CALCULATIONS CUSTOMER : Brad Wolfe < MD Enterprises > DAT E May 28, 2002 JOB NUMBER: 15070-02 CONTENTS 40' Freespan Building 1. Design Specifications ( 2.5/20/.0./80 C Ag.) 2. Verical Load Resisting Systems 2.1. Check Roof Decking 2.2. Check Roof Purlins 2.3. Check Truss 2.4. Check Column 3. Lateral Load Resisting Systems 3.1.Check For Lateral Loads in Transversal Direction 3.2.Check For Lateral Loads in Longitudinal Direction 4. Check Foundation APPENDIX FIGURESE��ql �> No. 54869,4y �* xp.6/30/ MAY 2 9 2002 Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # .15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 1. DESIGN SPECIFICATIONS ' This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown. below is specifically neither intended nor implied. 1.1. Codes 1997 Uniform Building Code 1.2. Dead Load pDL= 2.5 lb2 ft. 1.3. Live Load Refer To Table No., 16-C Of UBC 1997 p = 20 lb ' LL ft. 1.4. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 qs = 16.40 lb2 - 80. MPH ft. C = 1.06 - Exposure C From Table No. 16-G Of UBC 1997 e ( Average Height Of The Building = 15. ft ) I = 1 - Importance Factor As Allowed Per Sec.1622. Of. UBC 1997 For Agricultural Bldg. , L p- r 3 qs 10 . lb Ce I = 13.04 lb WLft ft 2 For Actual Cq Values See Thru-Out Calculations ! 1.5. Seismic Load Seismic Zone 4 Ca = 0.44 Na = 0.57 - As Given In Table 16-Q Of UBC 1997 Na = 1.3 - As Given In Table 16-S Of UBC 1997 R = 4.5 - As Given In Table 16-N Of UBC 1997 Page Number 3 Designed By: Z.'J.S.ENGINEERING SERVICES INC. Job # 15070-02 In Compression 350 S.Milliken;#A.ONTARIO,Ca91761 Compression Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 2. CHECK VERTICAL LOAD RESISTING SYSTEMS 2.1. Check Roof Decking w - Uniform Load M - Max..Moment MAX. S - Required Section Modulus RQ. Simple Span Condition w D R T 0 T.R. P Use: 26 GA Galv. Steel Mini -V -Beam, BHP Or Equal. Material : Steel , ASTM A446 Grade D, Fy = 55 ksi E = 29. 103 ksi. - Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked e = 8 ft. - Span Between Two.Supports Weight Panel Top In Compression Panel Bottom In Compression ppL I+ S+ Fb+ I- S- Fb- lb in4 in3 in4 in3 ksi ksi ,Gauge, ft ft ft ft ft 29 0.71 0.0501 0.0659 33.0 0.0512 0.0648 33.0 26 0.96 0.0715 0.0965 33.0 0.0723 0.0930 33.0 24 1.28 0.0987 0.1443 33.0 0;0988 0.1352 33.0 E = 29. 103 ksi. - Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked e = 8 ft. - Span Between Two.Supports Page Number : 4 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Mi11iken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building 2.1.1. For Dead Load + Live Load - lb. w = ( p + p ) b = 21.0 DL+LL PL LL ft. Maximum Positive Moment W 2 _ DL+LL MDL+LL $ = 2.01 kip -in. ' S RQ. = MFb+ DL+LL = 0.0610 in3 < S+= 0.0965 in. OK - Maximum Negative Moment M = 0.00 kip -in. DL+LL S RQ. = MFb- DL+LL = 0.0000 in. < S_= 0.0930 in. OK 2.1.2. Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 wDL+WL= ( C pWL- pDL ) b = 16.0 1 b . PL ft. Maximum Positive Moment M DL+WL = 0.00 kip -in. - SaQ. 1M33+Fb+- 0.0000 in3 < S+= 0.0965 in. OK TWind ` Maximum Negative Moment M = DL+WL = 1.53 kip -in. DL+WL 8 SaQ. 1M33+WL 0.0350 in < S_= 0.0930 in OK Wind Page Number : 5 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 - Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 2.2. Check Roof Purlins w - Uniform Load R - End Beam Reaction S - Required Section Modulus RQ. M - Max. Moment MAX. w � 0 R T 2 T R - 2.2.1. Check 12' Long Purlins Use: Z 6" x 2-1/2" x 14 GA., Refer To ICBO ER -5409 For Allowable Values ( ASTM : A570, 55 ksi ) Connect To Truss With.(3) #14 TEKS V = 920 lb - From Appendix For 14 GA. To 14 GA. ALLOW TEKS M = 55.68 kip -in - Positive Moment, Compression Flange Supported ALLOW 14 GA See C3.1.3. Of Cold Formed Spec. 1986 M =(0.5 1.33 ( MA Per ICBO ER -5409 ) = 37.02 kip -in - Negative Moment ALLOW ) Compression Flange 14 GA Stress Increase Due To Wind Load- Unsupported V = 6.58 kips - Allowable Shear ALLOW 14 GA 1.33 VALLOW- 8.75 kips 14 GA Q = 12.00 Ft b = 8.00 Ft For Dead Load + Live Load L Span Between Two Supports L Spacing Of The Purlins wDL+LL ( pDL+ pLL ) ( b ) - 180 Lb Ft Page Number : 6 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909).974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building w P R = DL+LL = 1.08 kips < 3 V = 2.76 kips < V = 6.58 kips DL+LL 2 ALLOW ALLOW TEKS 14 GA 2 M = wDL+LL P = 38.88 kip -in. < M = 55.68 kip -in OK DL+LL 8 ALLOW 14 GA For Dead Load + Wind Load Cq = 1.30 Refer To Table No. 16-H Of UBC 1997 wDL+WL = ( C pWL pDL ) b = 115. Lb Ft w 2 R - DL+WL = 0.69 kips < 1.33 (3 V ) = 3.67 kips < 1.33 V = 8.75 kips DL+WL 2 ALLOW ALLOW TEKS 14 GA r See C3.1.3. Of Cold Formed Spec. 1986 w e 2 1 MDL+WL= DL+gL = 24.9 kip -in.< (0.5) 1.33 ( MA Per ICBO ER -5409 ) = 37.02 kip -in Stress Increase Due To Wind Load 2.3. Check 40' Freespan Truss 12' spacing , 40' span 2.3.1. Finite Element Model Summary See Figure'l. Units lb,in .-Spacing Of The Truss = 12. ft Lb pDL= 2.5 2 Ft PLL 16. Lb2 [ Tributary Area 12.25' x 40.5' = 496. ft l Ft pWL= 13.03 Lb2 [ 80 mph UBC 97 Exp. 'c' w/ Agricultural Reduction ] Ft M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS . Version: SAFE2STA (2-D) Rel. 4.0 4/01/2001 11:14:33 Input data file 13234.INP Output data file WORK.OUT I MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Page Number : 7 1 29000000. .300000 .000, Designed By: 29000000. Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 29000000. .300000 .000 350 S.Milliken;#A.ONTARIO,Ca91761 29000000. .300000 Janos Boros P.E. 5 PHONE (909) 974-4150 .300000 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description:- 40' Freespan Building SIZE OF THE STRUCTURE Number of nodes 18 Number of materials 5 Number of beams 33 Number of beam end releases 66 Number of plates 0 Number of fasteners 0 Number of primary loadcases 4 Number of superposition loadcases 3 Number of restrained degrees of freedom 3 NODE COORDINATES Node Coordinate X Coordinate Y 1 .00000 .00000 2 .00000 12.00000 ' 3 72.00000 6.00000 4 72.00000 36.00000 5 144.00000 12.00000 6 144.00000 60.00000 7 192.00000 16.00000 8 192.00000 76.00000 9 240.00000 20.00000 10 240.00000 92.00000 11 288.00000 16.00000 12 288.00000 76.00000 13 336.00000 12.00000 14 336.00000 60.00000 15 408.00000 6.00000 _ 16 408.00000 36.00000 17 480.00000 .00000 18 480.00000 12.00000 MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 29000000. .300000 .000, 2 29000000. .300000 .000 3 29000000. .300000 .000 4 29000000. .300000 .000 5 29000000. .300000 .000 , Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 12.000 350 S.Milliken;#A.ONTARIO,Ca91761 .50200 Janos Boros P.E. PHONE (909) 974-4150 Date 5728-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building BEAM DATA Beam II i Length Area M. Inertia Material 1 1 2 12.000 .8700 .50200 Vertical : 2x2x.12 2 1 3 72.250 .8700 .50200 Bottom Chord : 2x2x.12 3 2 3 72.250 .8700 .50200 Diagonal 2x2x.12 4 2 4 75.895 .8700 .50200 Top Chord 2x2x.12 5 3 4 30.000 .8700 .50200 Vertical 2x2x.12 6 3 5 72.250 .8700 .50200 Bottom Chord : 2x2x.12 7 4 5 75.895 .8700 .50200 Diagonal 2x2x.12 8 4 6. 75.895 .8700 .50200 Top Chord 2x2x.12 9 5 6 48.000 .8700 .50200 -Vertical 2x2x.12 10 5 7 48.166 .8700 .50200 Bottom Chord : 2x2x.12 11 6 7 65.115 .8700 .50200 Diagonal 2x2x.12 12 6 8 50.596 .8700 .50200 Top Chord 2x2x.12 13 7 8 60.000 .8700 .50200 Vertical 2x2x.12 14 7 9 48.166 .8700 .50200 Bottom Chord : 2x2x.12 15 8 9 73.756 .8700 .50200 Diagonal 2x2x.12 16 8 10 50.596 .8700 .50200 Top Chord 2x2x.12 17 9 10 72.000 .8700 .50200 Vertical 2x2x.12 18 9 11 48.166 .8700 .50200 Bottom Chord : 2x2x.12 19 9 12 73.756 .8700 .50200 Diagonal 2x2x.12 20 10 12 50.596 .8700 .50200 Top Chord 2x2x.12 21 11 12 60.000 .8700 .50200 Vertical 2x2x.12 22 11 13 48.166 .8700 .50200 Bottom Chord : 2x2x.12 23 11 14 65.115 .8700 .50200 Diagonal 2x2x.12 24 12 14 50.596 .8700 .50200 Top Chord 2x2x.12 25 13 14 48.000 .8700 .50200 Vertical 2x2x.12 26 13 15 72.250 .8700 .50200 Bottom Chord : 2x2x.12 27 13 16 75.895 .8700 .50200 Diagonal 2x2x.12 28 14 16 75.895 .8700 ".50200 Top Chord 2x2x.12 29 15 16 30.000 .8700 .50200 Vertical 2x2x.12 30 15 17 72.250 .8700 .50200 Bottom Chord : 2x2x.12 31 15 18 72.250 .8700 .50200 Diagonal 2x2x.12 32 16 18 75.895 .8700 ' .50200 Top Chord 2x2x.12 33 17 18 12.000 .8700 .50200 Vertical 2x2x.12 PRIMARY LOADCASES Loadcase name DEAD LOAD Loadcase number 1 Number of loaded nodes 0 Number of loaded beams 8 Number of loaded plates 0 Gravity loads factor .00000 Page Number : 9 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 -2.55200 350 S.Milliken;#A.ONTARIO,Ca91761 . Loading direction Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building BEAM LOADS -2.55200 -2.55200 Beam . Loading direction 4 Global Y axis 8 Global Y axis 12 Global Y axis 16 Global Y axis 20 Global Y axis 24 Global Y axis 28 Global Y axis 32 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Global Y axis 8 Global Y axis 12 Global Y axis 16 Global Y axis 20 Global Y axis 24 Global Y axis 28 Global Y axis _ 32 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Local Y axis 8 Local Y axis 12 Local Y axis End Distributed Loads -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 -2.55200 LIVE LOAD 2 0 8 0 .00000 End Distributed Loads -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 -16.33300 WIND LOAD Windward_Cq= 0.90 out 3 0 8 0 .00000 End Distributed Loads 11.97900 11.97900 11.97900 11.97900 11.97900 11.97900 Page Number : 10 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 axis 350 S.Milliken;#A.ONTARIO,Ca91761 Local Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 16 Local Y axis 20 Local Y axis 24 Local Y axis 28 Local Y axis 32 Local Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams ,Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Local Y axis 8 Local Y axis 12 Local Y axis 16 Local Y axis 20 Local Y axis 24 Local Y axis 28 Local Y axis 32 Local Y axis 11.97900 11.97900 9.31700 9.31700 9.31700 9.31700 9.31700 9.31700 9.31700 9.31700 WIND LOAD Windward_Cq= 0.30 in 4 9.31700 0 9.31700 8 0 00000 End Distributed Loads -3.99300 -3.99300 -3.99300 -3.99300 -3.99300 -3.99300 -3.99300 -3.99300 9.31700 9.31700 9.31700 9.31700 9.31700 9.31700 9.31700 9.31700 SUPERPOSITION LOADCASES Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 5 _ Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD I. Loadcase number 6 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 Page Number : 11 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken,-#A.ONTARIO,Ca91761 Node Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Loadcase name DEAD'LOAD + WIND LOAD II. Loadcase number 7 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 4 1.00 MOVEMENT RESTRAINTS Node Type of restraint Restraint 1 Translation along X axis .00000 1 Translation along Y axis .00000" 17 Translation along Y.axis .00000 RESULTS FOR LOADCASE 5 : DEAD LOAD + LIVE LOAD ; BEAM LOADS AND STRESSES a: ------------------------ PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member ' + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member ' - BM1 Or BM2 Bending.Moment At The Ends Of The Member _ Beam I J PX1 SX1 PX2 SX2 1 1 2 -4778. -5491. -4778. -5491. 2 1 3 0. 0. 0. 0. 3 2 3 9780. 11241. 9780. 11241. 4 2 4 -10500. -12069. -10047. -11548. 5 3 4 -1624. -1867. -1624. -1867.'' 6 3 5 9780. 11241. 9780. 11241. 7 4 5 302. 347. 302. 347., 8 4 6 -10802. -12416. -10349. 11895.9 -11895.- 9 5 6 -119. -137. -119. -137. 10 5 7 10068. 11572. 10068. 11572. 11 6 7 -1167. -1341. '-1167. -1341. 12 6 8 -9820. -11288. -9518. .-10940. 13 7 8 860. 988. 860. 988. 14 7 9 9205. 10580. 9205. "10580. a Page Number : 12 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 -1860. 350 S.Mi11iken,-#A.ONTARIO,Ca91761 -1860. Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Descriptiori:-40' Freespan Building 15 8 9 -1860. -2138. -1860. -2138. 16 8 10 -8544. -9821. -8242. -9474. 17 9 10 4353. 5003. 4353. 5003. 18 9 11 9205. 10580. 9205. 10580. 19 9 12 -1860. -2138. -1860. -2138. 20 10 12 -8242. -9474. -8544. -9821. 21 11 12 860. 988. 860. 988. 22 11 13 10068. 11572. 10068. 11572. 23 11 14 -1167. -1341. -1167. -1341. 24 12 14 -9518. -10940. -9820. -11288. 25 13 14 =119.. -137. -119. -137. 26 13 15 9780. 11241. 9780. 11241. 27 13 16 302. 347. 362. 347. 28 14 16 -10349. -11895. -10802. -12416. 29 15 16 -1624. -1867. -1624. -1867. 30 15 17 0. 0. 0. 0. 31 15 18 9780. 11241. 9780. 11241. 32 16 18 -10047. -11548. -10500. -12069. 33 17 18 -4778. -5491. -4778. -5491. Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. 2 1 3 0. 0. 0. 0. 3 2 3 0. 0. 0. 0. 4 2 4 -680. 680. 0. 0. 5 3 4 0. 0. 0. 0. 6 3 .5 0. 0. 0. 0. 7 4 5 0. 0. 0. 0. 8 4 6 -680. 680. 0. 0. 9 5 6 0. 0. 0. 0. 10 5 7 0. 0. - 0. 0. _ 11 6 7 0. 0. 0. 0. 12 6 8 -453. 453. 0. 0. 13 7 8 0. 0. 0. 0. 14 7 9 0. 0. 0. 0. 15 8 9 0. 0. 0. 0. 16 8 10 -453. 453. 0. 0. 17 9 10 0. 0. 0. 0. 18 9 11 0. 0. 0. 0. 19 9 12 0. 0. 0. 0. 20 10 12 -453. 453. 0. 0. 21 11 12 0. 0. 0. 0.- 22 11 13 0. 0. 0. 0. 23 11 14 0. 0. 0. 0. 24 12 14 -453. 453. 0. 0. 25 13 14 0. 0. 0. 0. 26 13 15 0. 0. 0. 0. 27 13 16, 0. 0. 0. 0. Page Number : 13 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 15070-02 -680. 350 S.Milliken;#A.ONTARIO,Ca91761 29 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building 28 14 16 -680. 680. 29 15 16 0. 0. 30 15 17 0. 0. 31 15' 18 0. 0. 32 .16 18 -680. 680. 33 17 18 0. 0. Type of beam :Top Chord : 2x2x.12 Node FX FY Maximum Stress - Compression [ fa l Type of beam :Bottom Chord 2x2x.12 0. 0. Maximum Stress - Tension [ ft ] Type of beam :Vertical : 2x2x.12 0. 0. Maximum Stress - Compression [ fa ] 3 Maximum Stress - Tension [ ft ] Type of beam :Diagonal : 2x2x.12 Maximum Stress - Compression [ fa l Maximum Stress - Tension [ ft ] NODE INTERNAL FORCES AND REACTIONS Node FX FY 1 0. Reaction 4778. Reaction 17 0. 4778. Reaction 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. -12416. At Beam 8 11572. At Beam 10 f -5491. At Beam 1 5003. At Beam 17 -2138.. At Beam 15 11241. At Beam 3 Mz 1 i 0. 0. Page Number : 14 Designed By: Z.J.S.ENGINEERING,SERVICES INC. Job # 15070-02 350 S.Mi11iken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building RESULTS FOR LOADCASE 6 : DEAD LOAD + WIND LOAD I. BEAM LOADS AND STRESSES ------------------------ PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Beam I J PX1 SX1 PX2 SX2 1 1 2 2064. 2373. 2064. 2373. 2 1 3 -214. -246. -214. -246. 3 2 3 -4051. -4656. -4051. -4656. 4 2 4 4376. 5030. 4437. 5100. 5 3 4 673. 773. 673. 773. 6 3 5 -4264. -4902. .-4264. -4902. 7 4 5 145. 167. .145. 167. 8 4 6 4534. 5211.- 4595. 5282. 9 5 6 -57. -66. -57. -66. 10 5 7 -4126. -4743. -4126. -4743. 11 6 7 754. 866. 754. 866. 12 6 8 4211. 4840. 4252. 4887. 13 7 8. -556. -639. -556. -639. 14 7 9 -3569. -4102. -3569. -4102. ` 15 8 9 1091. 1255. 1091. 1255. 16 8 10 3664. 4212. 3705. 4259. _ 17 9 10 -1955. -2248. -1955. -2248. 18 9 11 -3332. -3830. -3332. .-3830•. 19 9 12 729. 838. 729. 838. 20 10 12 3727. 4284. 3687. 4238. 21 11 12 -344. -396. -344. -396. 22 11 13� -3677. -4227. -3677. -4227. 23 11 14 467. 537. 467. 537. 24 12 14 4071. 4679. 4030. 4632. 25 13 14 30. 34. 30. 34. 26 13 15 -3606. -4145. -3606. -4145. 27 13 16 -75. -86. -75. -86. 28 14 16 4247. 4882. 4186. 4811. 29 15 16 599. 688. 599. 688. 30 15 17 0. 0. 0. 0. 31 15 18 -3606. -4145. -3606. -4145. 32 16 18 3937. 4525. 3875. 4455. 33 17 18 1773. 2038. 1773. 2038. Page Number : 15 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 15070-02 SH1 350 S.Milliken;#A.ONTARIO,Ca91761 1 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Beam I J SH1 SH2 1 1 2 0. 0. 2 1 3 0. 0. 3 2 3 0. 0. 4 2 4 363. -363. 5 3 4 0. 0. 6 3 5 0. 0. 7 4 5 0. 0. 8 4 6 363. -363. 9 5 6 0. 0. 10 5 7 0. 0. 11 6 7 0. 0. 12 6 8 242. -242. 13 7 8 0. 0. 14 7 9 0. 0. 15 8 9 0. 0. 16 8 10 242. -242. 17 9 10 0. 0. 18 9 11 0. 0. 19 9 12 0. 0. 20 10 12 174. -174. 21 11 12 0. 0, 22 11 13 0. 0. 23 11 14 0. 0 24 12 14 174. -174 25 13 14 0. 0 26 13 15 0. 0 27 13 16 0. 0 28 14 16 262. -262 29 15 16 0. 0 _ 30 15 17 0. 0 31 15 18 0. 0 32 16 18 262. -262 33 17 18 0. 0 Type of beam :Top Chord : 2x2x.12 Maximum Stress - Tension [ ft ] Type of beam :Bottom Chord 2x2x.12 Maximum Stress - Compression [ fa ] BM1 BM2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. -0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ' 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ' 0. 0. 0. 0. 0. 0. 0. 0. 0: 0. 0. 0. 0. 5211. At Beam -4902. At Beam 8 6 Page Number : 16 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 fa ) 350 S.Milliken,-#A.ONTARIO,Ca91761 Stress - Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Type of beam :Vertical : 2x2x.12 Maximum Stress - Compression ( fa ) Maximum Stress - Tension [ ft ] Type of beam :Diagonal : 2x2x.12 2 Maximum Stress - Compression [ fa ] Maximum Stress - Tension ( ft ] NODE INTERNAL FORCES AND REACTIONS Node FX FY 1 213. Reaction -2047. Reaction 17 0. -1773. Reaction -2248. At Beam 17 2373. At Beam 1 -4656. At Beam 3 1255. At Beam 15 RESULTS FOR LOADCASE 7 : DEAD LOAD + WIND LOAD II. BEAM LOADS AND STRESSES ------------- ----------- PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension - Compression SH1 Or SH2 Shear At The Ends Of The Member _ BM1 Or BM2 Bending Moment At The Ends Of The Member J Beam I i PX1 SX1 PX2 SX2 1 1 2 -779. -895. -779. -895. 2 1 3 1068. 1228. 1068. 1228. 3 2 3 1258. 1445. 1258. 1445. 4 2 4 -1402. -1612. -1341. =1541. 5 3 4 -209. -240. -209. -240.- 6 3 5 2326. 2674. 2326. 2674. 7 4 5 -481. -553. -481. -553. 8 4 6 -1022. -1175. -961. -1104. 9 5 6 190. 219. 190. 219. 10 5 7 1868. 2147. 1868. 2147. 11 6 7 -670. -771. -670. -771. Page Number : 17 12 Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 r=JanosBoBryos 350 S.Mi11iken;#A.ONTARIO,Ca91761 -534. E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building 12 6 8 -575. -661. -534. -614. 13 7 8 494. 568. 494. 568. 14 7 9 1372. 1577. 1372. 1577. 15 8 9 -857. -985. -857. -985. 16 8 10 -55. -63. -14. -16. 17 9 10 56. 64. 56. 64. 18 9 11 190. 218. 190. 218. 19 9 12 954. 1097. 954. 1097. 20 10 12 -126. -145. -167. -192. 21 11 12 -563. -648. -563. -648. 22 11 13 -376. -432. -376. -432. 23 11 14 764. 879. 764. 879. 24 12 14 371. 427. 330. .380. 25 13 14 -245. -281. -245. -281. 26 13 15 -965. -1109. -965. -1109. 27 13 16 619. 711. 619. 711. 28 14 16 779. 895. 718. 825. 29 15 16 160. 184. 160. 184. 30 15 17 0. 0. 0. 0. 31 15 18 -965. -1109. -965. -1109. 32 16 18 1162. 1336. 1101. 1265: 33 17 18 677. 778. 677. 778. Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. 2 1 3 0. 0. 0. 0. 3 2 3 0. 0. 0. 0. 4 2 4 -243. 243. 0. 0. 5 3 4 0. 0. 0. 0. 6 3 5 0. 0. 0. 0. 7 4 5 0. 0. - 0. 0. _ 8 4 6 -243. 243. 0. 0. 9 5 6 0. 0. 0. 0;- 10 5 7 0. 0. 0. 0. 11 6 7 0. 0. 0. 0. 12 6 8 -162. 162. 0. 0. 13 7 8 0. 0. 0. 0. 14 7 9 0. 0. 0. 0. 15 8 9 0. 0. 0. 0. 16 8 10 -162. 162. 0. 0. 17 9 10 0. 0. 0. 0. 18 9 11 0. 0. 0. 0.- 19 9 12 0. 0. 0. 0. 20 10 12 174. -174. 0. 0. 21 11 12 0. 0. 0. 0. 22 11 13 0. 0. 0. 0. 23 11 14 0. 0. 0. 0. 24 12 14 174. -174. 0. 0. Page Number : 18 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 0. 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. 26 PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building 25 13 14 0. 0. 0. 0. 26 13 15 0. 0. 0. 0. 27 13 16 0. 0. 0. 0. 28 14 16 262. -262. 0. 0. 29 15 16 0. 0. 0. 0. 30 15 17 0. 0. 0. 0. 31 15 18 0. 0. 0. 0. 32 16 18 262. -262. 0. 0. 33 17 18 0. 0. 0. 0. Type of beam :Top Chord 2x2x.12 Maximum Stress - Compression [ fa ] - -1612. At Beam : 4 Maximum Stress - Tension ( ft ] 1336. At Beam 32 Type of beam :Bottom Chord 2x2x.12 Maximum Stress - Compression [ Ta ] -1109. At Beam 26 Maximum Stress - Tension [ ft ] 2674. At Beam 6 Type of beam :Vertical : 2x2x.12 Maximum Stress - Compression [ fa ] -895. At Beam 1 Maximum Stress - Tension [ ft ] 778. At Beam 33 Type of beam :Diagonal : 2x2x.12 Maximum Stress.- Compression ( fa ] -1109. At Beam 31 Maximum Stress - Tension ( ft ] ": 1445. At Beam 3 NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 -1065. Reaction 690. Reaction 0. 17 0. -677. Reaction 0. Page Number : 19 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 = 1.46 Inch Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 2.4.Check Columns 2.4.1.Check Connector Columns: Grid Line 5 Use: 4" Dia. x .12" Pipe. Column w/ Connector columns Fy = 55.00 ksi - Minimum Yield Stress A = 1.46 Inch - Area S = 1.37 Inch - Section Modulus r = 1.37 Inch - Radius Of 'Gyration a Y= 12.0 ft - Overhang Of The Roof b = 12.25 ft - Bay Spacing s = 12.25 ft - Span Of The Frame - Between Line A -B And C -D s s = 16.0 ft - Span Of The Frame - Between Line B -C BR h = 12.0 ft - Length Of The Column At Rear Wall A h = 15.0 ft - Length Of The Column At Line B B For Dead Load + Live Load PDL+LL s (pDL+ pLL) (2 + 8BR) b = 3.78 kips < Pa = 18.7 kips OK, See Below B Allowable Stress For Compression ( AISC 9TH Edition, Chapter E ) k = 1.0 - See Manual Of STEEL CONSTRUCTION Ninth Edition E = h = 15.0 ft - Unsupported Length.Of The Column B k 2 = 131 < 200 Fa = 8.70 ksi Pa = A Fa = 12.7 kips _ r Y For Dead Load + Wind Load Vertical Direction : Cq = 0.9 Refer To Table No. 16-H Of UBC 1997 S S P = C p - p ( s + BR ) b = 1.55 kips - Uplift VB [ q WL DL , 2 2 I Page Number : 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 2.4.2.Check 4"x0.12 Pipe Column At 40' Span Truss Fy = 50.00 ksi - Minimum Yield Stress A = 1.46 Inch2 - Area r = 1.37 Inch - Radius Of Gyration y Slope = 3 F h = 12.0 Ft - Length Of The Column At Rear Wall b = 12.0 Ft - Bay Spacing s = 40.0 Ft - Span Of The Frame a = 2.0 Ft Overhang - k = 1.0 - Per Table C -C2.1. OF AISC Steel Constr. Manual Allowable Stress For Compression ( AISC 9TH Edition, Chapter E") k P 2nzE r = 106. < C� = FY = 112.5 Short Column k P 2 L r J Fy 1 - 2 C2 Fa = k e c k 3 = 13.29 ksi —� Pa = A Fa = 19.4 kips (( E 5 3( r � r + _ . 3 8C 8 C 3 c c - • Page Number : 21 Designed By: Z.J.S.ENGINEERING SERVICES INC: Job # 1.5070-02 350 S.Mi11iken;#A.ONTARIO,Ca91761 Janos_Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building Ridge h A -s a I I For Dead Load + Live Load s PDL+LL ( pDL+ PLL ) ( 2 + a ) b = 4.88 kips << Pa = 19.4 kip OK, See 'Above For Dead Load + Wind Load 4.3.2a Vertical Direction : Uplift C = 0.9 ' s P= (C p -p J ( +a ) b=2.43 kips _ V L p WL DL 2 P A = 1.46 int > 0.6 Fy 1.33 = 0.04 int OK Page Number : 22 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 T 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909)974-4150 —Date, 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building 3. LATERAL LOAD RESISTING SYSTEMS Ridge = 16.9 ft - Ridgeheight Eave = 12.0 ft - Eaveheight . Width = 40.5 ft Width Of The Building Length= 85.9 ft - Length Of The Building h = 12.0 ft - Height Of The Wall W s = 12.0 ft - Length Of The Wall s = 13.04 lb - Refer To Page 2. ' pWL ft 2 . Prefabricated Shear Walls At End Of The Building P T 2 P T 2 IR 3.1.1. Check For Wind Load T R R T R Figure 4.4. Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 w = Cq pWL L Ridge _E2ve = 181.2 fb 3.1.2. Check For Seismic Load p - 4.5 Lb2 - Spec. Weight Of Wallpanel ( Tested WALL ) Ft 3 Ca W 1.4 R [ pDL Width + 2 pWALL E2ve = 41.5 lb NOT GOVERNS ft R O O F W A L L Page Number : 23 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Note : Even using 0 = 2.8 amplification, the seismic load would not -come close to the wind load because of the very low self weight of the building. 3.1.3. Check Shear Walls ( Total Of Two Per End Of Diaphragm ) V = w Length = 7.78 kips V 324 lb = 319 .lb. O K See ICBO PFC-5837- ( Attached ) 2 ss ft ft. 3.1.4. Check Shear Walls Connection To Foundation pWALL - 4.5 Lb2 [ Spec. Weight Of Wallpanel Ft Eave = 12.0 Ft' [ Eaveheight l Width = 40. Ft [ Width Of The Building l Ridge = 16.9 Ft. [ Ridgeheight l Ridge + Eave / Width = 0.35 < 0.5 Use 3 Of The Reactions Due To Wind 6 Refer To Section 1621.1 Of UBC 1997 Attach With (2) 5/8" Diameter Bolt x 7" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent PT = 1.33 PSDB = 1.99 kip Refer To ICBO Report VT = 1.33 V5/8 = 4.15 kip Refer To ICBO Report V Eave R = = 3.9 kips - Overturning 2 ss Ps 3 (Pv + R 3 pWALL ss Eave) = 3.06 kips s rX See Section : 2.5.1. ( Uplift ) Page Number : 24 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Mil1iken;#A.ONTARIO,Ca91761 Janos Boros P.E.- PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Vs 3 ( 4 ) = 1.30 kips - 4 Columns At Wall Panel Corners P s V S C PT J 3 + r VT J 3= 0.79 < 1.0 3.2.Check For Lateral Loads in Longitudinal Direction Assume that (3) 12' solid shear wall panel resist the lateral loads at line A or D in longitudinal direction. Panels with any opening were not considered to resist any load. ( Conservative .) 3.2.1. Check For Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC -1997 w - Cr Eave + Ridge - Eave 1 = 144.9 lb q CPEave L 2 2 J ft 3.2.2. Check For Seismic Load p = 4.5 Lb - Spec. Weight Of Wallpanel ( Tested ) WALL Ft2 3 Ca Eave + Ridge lb W 1.4 R [ pDL Length + 2 pwALL 2 68.4 - NOT GOVERNS ft R 0 0 F W A- L L 3.2.3. Check Roof Diaphragm V = w Width = 1.36 kips - Total Lateral Loads At Ends Of Diaphragm 5 q =V = 37 7 lb < 230 lb Per ICBO Report 2757 / Length ft ft Page Number : 25 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 4. CHECK FOUNDATION 1000. Lb [ Min. Soil Pressure ] Ps Ft2 150. Lb [ Specific Weight Of Concrete ] c Ft3 Eave = 12.0 Ft [ Eaveheight ] Ridge = 16.9 Ft [ Ridgeheight ] Width = 40.5 Ft [ Width Of The Building ] i Ridge + Eave Width = 0.35 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 4.1 @ Column/Truss System Use : 2 Ft. - 6 In. Dia. x 2 Ft. - 0 In.'Deep Concrete Footing D = 2.00 Ft [ Depth Of The Footing 1 r = 1.25 Ft [ Radius Of The Footing A = r2 n = 4.91 Ft.2 [ Area Of The Bottom Of The -Footing ] 4.1.1. Vertical Down n P VERT. = 4.88 kips - — DOWN P . VERT. 1000 Lb > DOWN = 993 Lb OK Ps Ft A Ft 4.1.2. Vertical Up PVERT. 3 ( 2.43 kips ) = 1.61 kips UP P = WEIGTH C A D = 1.47 kips FOOTING Page Number : 26 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building Safety = 2 Stress Increase Due FTo Wind Or Seismic 1.33 p PFRICT. ( 2 ) (2 r n) 6, S D = 1.75 kips Refer To Section '1807.10 Of UBC 1997.- P = 3.22 kips TOTAL RESISTING - P TOTAL Safety - P RESISTING = 2.0 OK VERT. UP 4.2 @ Endwall Use : 2 Ft. - 6 In. Dia. x 3 Ft. - 0 In. Deep Concrete Footing D = 3.00 Ft [ Depth Of The Footing J r = 1.25 Ft [ Radius Of The Footing A = r2 n = 4.91 Ft.2 [ Area Of The Bottom Of The Footing ] 4.2.1. Vertical Down P VERT. = 3.78 kips _ DOWN P VERT. 1000 Lb > DOWN = 769 Lb OK PS Ft A Ft 4.2.2. Vertical Up P = 2 (P + R - 2 p s Eave ) = 3.06 kips VERT. 3 V 3 WALL S UP B P = WEIGTH A D 7C = 2.21 kips FOOTING Page Number : 27 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Mi1liken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: -40' Freespan Building Safety = 2 Stress Increase Due FTo Wind Or Seismic 1.33 p PFRICT. ( 2 ) (2 r n) 6 S D = .2.62 kips Refer To Section 1807.10 Of UBC 1997. P = 4.83 kips TOTAL RESISTING _ PTOTAL .Safety = PRESISTING = 1.58 6V VERT. UP a Page Number : 28 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 1/2" Dia. 350 S.Mi1liken;#A.ONTARIO,Ca91761 3/4" Dia. Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Appendix Allowable Shear (kips) For Bolts Per Table V-4.5 of the Cold -Formed. Specifications By AISI STEEL THICKNESS in. 1/4" Dia. 3/8" Dia. 1/2" Dia. 5/8" Dia., 3/4" Dia. A307 A325 A307 A325 A301 A325 A307 A325 A307 A325 (GAUGE) •0.49 1.03 1.10 I 2.32 1.96 4.12 3.07 6.44 4.42 9.28 .1046 (12) 1.97 1.97 2.95 2.95 3.94 3.94 4.92 4.92 5:91 5.91 .0747 (14) 1.41 1.41 2.11 2.11 2.81 2.81 3.52 3.52 4.22 4.22 .0598 (16) 1.12 1.12 1.69 1.69 2.25 2.25 2.81 2.81 3.38 3.38 .0478 (18) 0.90 0.90 1.35 1.35 1.80 1.80 2.25 2.25 2.70 2.70 0359 (20) 0.68 0.68 1.01 1.01 1.35 1.35 1.69 .1.69 2.02 2.02 Steel Members shall conform,to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A 653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. 16 ga, 14 ga, 12 ga - ASTM A 653 Grade 50 S.Q. with a minimum of 50,000 psi yield strength. ; Page Number : 29 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 #10 SCREW 350 S.Milliken,-#A.ONTARIO,Ca91761 #6 SCREW Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Appendix Allowable Loads (lb) For Screws Per ICBG ER -5202 STEEL THICKNESS in. 1/4 - 14 SCREW #12 SCREW #10 SCREW #8 SCREW #6 SCREW PULL PULL PULL PULL PULL (GAUGE) SHEAR OUT SHEAR OUT SHEAR OUT SHEAR OUT SHE OUT .1046 (12) 1102 591, 884 497 660 575_ 534 363 436 320 .0747 (14) 920 386 829 379 624 337 533 352 452 220 .0598 (16) 689 219 622 294 629 230 458 302 423 231 .0478 (18) 351 137 326 141 344 155 330 143 251 138 .0359 (20) 242 120 232 123 225 83 222 93 168 81 Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A 653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. 16 ga, 14 ga, 12 ga - ASTM A 653 Grade 50 S.Q. with a minimum of 50,000 psi yield strength. Page Number : Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Mi11iken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 5-28-2002 Reference: Brad Wolfe < MD Enterprises > y Description: 40' Freespan Building �(✓1 fi-1 a ae 1 a au e'� 13 19 19 al / .ae 23 25 —27 113— L22 1 9 a fi 1,_"_^�.3e�—"-03 0 1— 3 17 1 Figure 1. Figure 1. the CBO Eva l u ati o n ' S e ry i ce, Inc. American �onalalStandards Institute 5360 WORKMAN MILL ROAD • A subsidiary corporation of the EVALUATION REPORT Copyright © 2000 ICBO Evaluation Service. Inc. WHITTIER, CALIFORNIA 90601-2299 International Conference of Building Officials Filing Category: ROOF, WALL AND FLOOR PANELS—Wood (216) MD STRUCTURAL WALL PANEL MD ENTERPRISES, INC. 1720 EAST LOCUST STREET ONTARIO, CALIFORNIA 91761 1.0 SUBJECT MD Structural Wall Panel. 2.0 DESCRIPTION 2.1 General: The MD Structural Wall Panel is a factory -assembled, non- bearing exterior wall panel used in combustible and nonfire- resistive construction of Group U, Division 1, and Group S. Di- vision 2, Occupancies. Each panel measures a maximum of 12 feet (3658 mm) in length by 8 feet (2438 mm) in height, and is constructed from three 4 -foot -long -by -8 -foot -high (1219 mm by 2438 mm) plywood panels covered, on both sides, with sheet metal. The plywood panels and facings are joined by interior steel splines and are encased in a steel C -channel perimeter frame to form the 12 -by -8 -foot (3658 by 2438 mm) panel. 2.2 Materials: 2.2.1 Plywood Panels: Plywood panels are nominal 3/4 -inch -thick (19.1 mm), five -layer, C -D, Exposure 1 panels with a span rating of 48/24 and complying with UBC Standard 23-2. 2.2.2 Steel Frame and Splines: Steel frame and splines are galvanized C -channels manufactured from No. 14 gage [0.072 inch (1.83 mm) base -metal thickness) steel conform- ing to ASTM A653, SS orSO, Grade 50, Class 1 or better. The channels have the following dimensions: 13/4 -inch -deep (44.5 mm) web. 2 -inch -wide (51 mm) flanges, 1/2 -inch (12.7 mm) first return lip and 3/8 -inch (9.5 mm) second return lip. The interior splines that join the 4 -by -8 -foot (1219 by 2438 mm) panels together are spot-welded back-to-back at 8 inch- es (203 mm) on center. 2.2.3 Connector Column Assembly: Connector column assembly is used to connect 12 -by -8 -foot (3658 by 2438 mm) wall panels together and to transfer loads from the panels to the foundation. A connector column assembly primarily con- sists of the following components: a main C -channel (known as the connector column) having minimum dimensions of 2 -inch -deep (51 mm) web, 11/2 -inch -wide (38 mm) flanges; and a closure piece C -channel having the same dimensions as the main channel, exceptwith minimum 1/2 -inch (12.7 mm) flanges. The channels are manufactured from minimum No. 14 gage [0.072 inch (1.83 mm) base -metal thickness] steel conforming to ASTM A 653, SS or SO, Grade 50 or better. At the bottom of the main channel, a minimum No. 4 gage [0.2242 inch (5.7 mm)) base plate is shop -welded at the bot- PFC-5837 Issued October 1, 2000 tom of the channel for anchoring the connector column as- sembly to the foundation. Vertical steel plates or C-shaped bend plates, having the same minimum thickness as the main channel, are shop -welded to interior flange walls of the main channel for closure channel attachment. Welding must be in accordance with the approved quality control manual. Steel base plates are manufactured from ASTM A 36 steel with a minimum yield strength of 36 ksi (250 MPa) or ASTM A 569, Grade 30, with a minimum yield strength of 30 ksi (208 MPa). See details C and D of Figure 1. 2.2.4 Sheet Metal: Sheet metal facings, used for weather protection, are galvanized No. 26 gage [0.0109 inch (2.8 mm) base -metal thickness] steel sheets conforming to ASTM A 792, Grade 50, AZ50 or better. The sheet metal, sized to match the dimensions of each plywood panel, is bonded on both sides of the panel in accordance with the approved quali- ty control manual. 2.3 Installation: Panels are installed with field -installed vertical connector col- umns. The panels are fastened, at the ends and along the height, to connector columns with a minimum of three 1/2 -inch -diameter (12.7 mm) galvanized steel bolts manufac- tured from ASTM A 370 steel with a minimum yield strength of 36 ksi (250 MPa), and a nut, to match the thread of the bolt, welded to the web (interior side) of the C -channel frame. The connector column is anchored to the foundation with ap- proved anchor bolts. The closure piece channel is fastened to the connector column with 1/4 -inch (6.4 mm) corrosion -re- sistant steel TEK screws. Anchorage of the connector col- umns to the foundation must be designed to resist the maxi- mum allowable bads of the panel. If the connector column -panel assemblies are required to be attached to other structural members, fasteners must be adequate to transfer or resist the required loading. See Figure 1 for typical wall panel installation details for two different building configura- tions. 2.4 Allowable Loads: The allowable racking shear and tranverse loads for the MD panels are shown in Table 1. An analysis (incorporating the panel system, including fasteners and structural framing members) and a complete load path, capable of transferring all loads and forces from their point of origin to load -resisting elementq, must be submitted to the building official for ap- proval. 2.5 Special Inspection: Welding performed at the jobsite requires continuous special inspection in accordance with paragraph 5 of Section 1701.5 of the Uniform Building Code- (UBC). Before proceeding, 'the welder must demonstrate the ability to produce the prescribed weld to the special inspector's satisfaction. The Evaluation reports oflCBO Evaluation Service, Inc-, are issued solely to provide information to Class A members of ICBG, utilising the code upon which the report is based Evaluation reports are notto be construed as representing aesthetics or any other attributes notspecifrcaQy addressed nor as an endorsement or recommen- dation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant The ICBG Evaluation Service, Inc., technical stajf'has reviewed the test results and/or other data, but does not possess testfacilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any 'Finding "or other matter in the report or as to any product covered by the report This disclaimer includes, but is not limited to, merchantability& Page 1 of 3 Page 2 of 3 inspector's other duties include verification of materials, weld preparation, welding procedures and welding processes. 2.6 Identification: Each panel is stamped with the manufacturer's name (MD Enterprises, Inc.), the name of the quality control inspection agency (Smith -Emery Company), and the evaluation report number (ICBO ES PFC-5837). Connector columns are identified similiarly to the panels. 3.0 EVIDENCE SUBMITTED Reports of shear racking and uniform transverse load tests, and a quality control manual. 4.0 FINDINGS Thatthe MD Structural Wall Panel described In this report complies with the 1997 Uniform Building Code', subject to the following conditions: 4.1 Panel erection Is in accordance with this report and the manufacturer's Instructions. PFC-5837 4.2 The design loads do not exceed those shown in Table 1 of this report 4.3 The panels are limited to nonbearing wall applica- tions in combustible, nonfire-rated construction In Group U, Division 1, and Group S, Division 2, Occu- pancies. 4.4 Structural calculations and plans, demonstrating compliance with this report, are submitted to the building official for each project 4.5 The remaining portions of the structure are de- signed and constructed in accordance with the code. 4.6 Special Inspection is provided for on-site welding In accordance with Section 2.5 of this report. 4.7The panels are fabricated by MD Enterprises, Inc., at their facility located In Ontario, California, with quality control inspections by Smith -Emery Com- pany (AA -554). This report Is subject to re-examination in one year. a owwei rADArITY TYPE OF LOAD ALLOWABLE LOAD Transverse uniform load' 35 psf Racking shearz.3 319 plf For Sl: 1 psf = 47.8 Pa. I plf = 14.6 N/m. 'Value is based on minimum 1 -inch (25.4 mm) bearing width at supports and deflection criteria of 1/tao of the span. 2Minimum height -to -length ratio is 2:3. Value is based on the panel's capacity: anchorage to foundation must be designed to resist or transfer the required loads. 3No load increase is permitted for wind or seismic loading. SEE OE,M Y - SEE OEIN SEE DETAIL V SEE DETA 4 I TYPICAL WALL PANEL � t0 L 1. 3/4' WA L M t6L oH —7ram/ FIGURE 1 -d i PFC-5837 ZJ•S ENGINEERING SERVICES INC. - 350 S: MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Brad Wolfe < MD Enterprises > DATE September 9, 2002 JOB NUMBER 15070-02 CONTENTS Plancheck r No. 54869 Exp.6/30/Dy SEP 112002 Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date .9- 9-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building Responses To Outstanding Items: 1 Refer to added detail 8/S-5. Please note: The prefabricated MD wall panels are not shear walls in the traditional way. They are more like bracing elements between two posts. Refer to details 4,5 and 20 on sheet S-3 for more clarification. They don't need continuous footing below because the three -bolt connections are 12' or 8' apart. This is the way they were tested for ICBG. COLUMN w 1/2" DIA A 307 M. B. .._. SHEAR �R TR 2 Refer to page 21 of the calculation for uplift: PV = 2.43 kips Check for shear b = 12.25 ft Ridge = 16.9 ft Tributary Area ( b ) Ridge = 207.0 ft2 Cq = 1.2 - 0.3 = 0.9 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 C pWL ( b ) Ridge VWL= = 1.75 kips - One Post Per Side 2 - Total Of (2) Resisting Y (2) 5/8" Diameter Bolt x 4" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent PT = (2) 1.33 PS/B = 2.98 kip Refer To ICBO Report VT = (2) 1.33 V5/8 = 8.30 kip Refer To ICBO Report Ps = PV= 2.43 kips Page Number : 3 Vs = VWL= 1.75 kips ' r P 1 s V 1 s L Ps J 3 L Vs J 3= 0.79 < 1.0 T T 3 The R = 4.5 has been chosen conservatively. According to Table_16-N Of UBC 1997 this value should be higher since this post/"shear wall" frame is more like a braced system. Also see comments above. The R=4.5 was recommended by most of the building departments to use for checking the lateral load resisting system. Due to the light nature of these buildings, the seismic load does not govern the lateral load design anyway. Please refer to calculations page 22-24. 4 : The recommended note has been added, see sheet S-1. 5 : UBC 1612.3.2. has been used : Dead Load + Live Load, Dead Load + Wind Load and Dead Load + Seismic, please refer to calculations. The allowable shear (319 plf) for the wall has not been increased 33%, refer to page 23 of the calculations. 6 : The flood calculation was referencing the wrong ICBO Report. The right number is PFC-5837. However, the number was not used, since calculation had been provided. The 35 psf is valid uniformly for the entire 8 ft tall wall. In the past, MD Barns have been flooded completely without suffering any permanent structural damages. After the water was gone, the barns were ready for use again. 7 : Refer to the latest ICBO PFC-5837 ( attached ). 8 : Refer to added detail 8 on sheet S-5. Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91,761 PHONE (909) 974-4150 Job # 15070-02 Date 9- 9-2002 Reference: Brad Description: 40' Wolfe < MD Enterprises > Freespan Building Vs = VWL= 1.75 kips ' r P 1 s V 1 s L Ps J 3 L Vs J 3= 0.79 < 1.0 T T 3 The R = 4.5 has been chosen conservatively. According to Table_16-N Of UBC 1997 this value should be higher since this post/"shear wall" frame is more like a braced system. Also see comments above. The R=4.5 was recommended by most of the building departments to use for checking the lateral load resisting system. Due to the light nature of these buildings, the seismic load does not govern the lateral load design anyway. Please refer to calculations page 22-24. 4 : The recommended note has been added, see sheet S-1. 5 : UBC 1612.3.2. has been used : Dead Load + Live Load, Dead Load + Wind Load and Dead Load + Seismic, please refer to calculations. The allowable shear (319 plf) for the wall has not been increased 33%, refer to page 23 of the calculations. 6 : The flood calculation was referencing the wrong ICBO Report. The right number is PFC-5837. However, the number was not used, since calculation had been provided. The 35 psf is valid uniformly for the entire 8 ft tall wall. In the past, MD Barns have been flooded completely without suffering any permanent structural damages. After the water was gone, the barns were ready for use again. 7 : Refer to the latest ICBO PFC-5837 ( attached ). 8 : Refer to added detail 8 on sheet S-5. Page Number : 4 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 15070-02 350 S.Milliken;#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 9- 9-2002 Reference: Brad Wolfe < MD Enterprises > Description: 40' Freespan Building 9 : Refer to the latest ICBO 2757 ( only the used part ( TABLE 10 ) attached ). 10 ~ �SREPORTTN PFC-5837 Reissued October 1. 2001 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier; California 90601 • www.icboes.org Filing Category: ROOF, WALL AND FLOOR PANELS—Wood MD STRUCTURAL WALL PANEL MD ENTERPRISES, INC. 1720 EAST LOCUST STREET ONTARIO, CALIFORNIA 91761 1.0 SUBJECT MD Structural Wall Panel. 2.0 DESCRIPTION 2.1 General: The MD Structural Wali Panel is a factory -assembled, non- bearing exterior wall panel used in combustible and nonfire-resistive construction of Group U, Division 1, and Group S. Division 2, Occupancies. Each panel measures a maximum of 12 feet (3658 mm) in length by 8 feet (2438 mm) in height, and is constructed from three 4 -foot -long - by -8 -foot -high (1219 mm by 2438 mm) plywood panels covered, on both sides, with sheet metal. The plywood panels and facings are joined by interior steel splines and are encased in a steel C -channel perimeter frame to form the 12 -by -8 -foot (3658 by 2438 mm) panel. 2.2 Materials: 2.2.1 Plywood Panels: Plywood panels are nominal inch -thick (19.1 (19.1 mm), rive -layer, C -D, Exposure 1 panels with a span rating of 48/24 and complying with UBC Standard 23-2. 2.2.2Steel Frame and Splines: Steel frame and splines aregalvanized C -channels manufactured from No. 14 gage 10.072 inch (1.83 mm) base -metal thickness] steel conforming to ASTM A 653, SS or SQ. Grade 50, Class 1 or better. The channels have the following dimensions: 13/4 -inch -deep (44.5 mm) web. 2 -inch -wide (51 mm) flanges, '/2 -inch (12.7 mm) first return lip and 3/,, -inch (9.5 mm) second return lip. The interior splines that join the 4- by48-foot (1219 by 2438 mm) panels together are spot- welded back-to-back at 8 inches (203 mm) on center. 2.2.3Connector Column Assembly: Connector column assembly is used to connect 12 -by -8 -foot (3658 by 2438 mm) wall panels together and to transfer loads from the panels to the foundation. A connector column assembly primarily consists of the following components: a main C - channel (known as the connector column) having ininimum dimensions of 2 -inch -deep (51 mm) web, 1'12 -inch -wide (38 mm) flanges: and a closure piece C -channel having the same dimensions as the main channel, except' with minimum V, -inch (12.7 mm) flanges. The channels are manufactured from minimum No. 14 gage [0.072 inch (1.83 mm) base -metal thickness] steel conforming to ASTM A 653, SS or SQ, Grade 50 or Miller. At the bottom of the main channel; a minimum No. 4 gage (0.2242 inch (5.7 mm)] base plate is shop -welded at the bottom of the channel for anchoring the connector column assembly to the foundation. Vertical steel plates or C-shaped bend plates, having the same minimum thickness as the main channel, are shop -welded to interior flange walls of the main channel for closure channel attachment. Welding must be in accordance with the approved quality control manual. Steel base plates are manufactured from ASTM A 36 steel with a minimum yield strength of 36 ksi (250 MPa) or ASTM A 569, Grade 30, with a minimum yield strength of 30 ksi (208 MPa). See details C and D of Figure 1. 2.2.4 Sheet Metal: Sheet metal facings, used for weather protection, are galvanized No. 26 gage [0.0109 inch (2.8 mm) base -metal thickness] steel sheets conforming to ASTM A 792, Grade 50, AZ50 or better. The sheet metal, sized to match the dimensions of each plywood panel, is bonded on both sides of the panel in accordance with the approved quality control manual. 2.3 Installation: Panels are installed with field -installed vertical connector columns. The panels are fastened, at the ends and along the height, to connector columns with a minimum of three '/2 -inch -diameter (12.7 mm). galvanized steel bolts manufactured from ASTM A 370 steel with a minimum yield strength of 36 ksi (250 MPa), and a nut, to match the thread of the bolt, welded to the web (interior side) of the C -channel frame. Theconnector column is anchored tothe foundation with approved angor bolts. The closure piece channel Is fastened to the connector column with '/,-inch (6.4 mm) corrosion -resistant steel TEK screws. Anchorage of the connector columns to the foundation must be designed to resist the maximum allowable loads of the panel. If the connector column -panel assemblies are required to be attached to other structural members, fasteners must be adequate to transfer .or resist the required loading. See Figure 1 for typical wall panel installation details for two different building configurations. 2.4 Allowable Loads: The allowable racking shear and transverse loads for the NO panels are shown in Table 1. An analysis (incorporating the panel system, including fasteners and structural framing members) and a complete load path, capable of transferring all loads and forces from their point of origin to load -resisting elements, must be submitted to the building official for approval. 2.5 Special Inspection: Welding performed at the jobsite requires continuous special inspection in accordance with paragraph 5 of Section 1701.5 of the uniform Building Code' (UBC). f�EPORT$� mr rnrr ru h•,r,.nn'rn•Jui myrnenriAg tnadnrit:r.:r um• rvhrr unrihuJca »a .rrm'ilkulh' uflfb•rvnl,♦�n�ur mr nc�r w hr ranrrnrnf ux un emhirsf•nnm uJ rhr.�uhjrf'r �!/'!hr n'rWM,n• fI rR'flnf/RlYnrrlll•'•Ir rW' Ib UF(t Tlm - h Int .u. -A' hr IM) E,,d,.ih,. ink(•. rnC.. C1(MY1.Y W ingdkN4. w tr. um;frnting or oduv nwrn•r in ihk rrrn,rr, or m ra anY p',nh o Durand M• nc� •rpun. Copyright ® 2001 Page 1 of 3 Page 2 of 3 inspector's other duties include verification of materials, weld preparation, welding procedures and welding processes. 2.6 Identification: Each panel Is stamped with the manufacturer's name (MD Enterprises, Inc.), the name of the quality control Inspection agency (Smith -Emery Company), and the evaluation report number (ICBG ES PFC-5837). Connector columns are identified similiarly to the panels. 3.0 EVIDENCE SUBMITTED Reports of shear racking and uniform transverse load tests. and a quality control manual. 4.0 FINDINGS Thatthe MD Structural Wall Panel described in this report complies with the 1997 Unifonn Building Code , subject to the following conditions: 4.1 Panel erection Is In accordance with this report and the manufacturer's Instructions. PFC-5837 4.2 The design loads do not exceed those shown In Table 1 of this report 4.3 The panels are limited to nonbearing wall applica- tions in combustible, nonfire-rated construction in Group U, Division 1, and Group S, Division 2, Occu- pancles. 4.4 Structural calculations and plans, demonstrating compliance with this report, are submitted to the building official for each project 4.5 The remaining portions of the structure are de- signed and constructed In accordance with the code. 4.6 Special. Inspection Is provided for on-site welding In accordance with Section 2.5 of this report 4.7 The panels are fabricated by MD Enterprises, Inc., at their facility located In Ontario, California, with quality control inspections by Smith -Emery Com- pany (AA -554). This report Is subject to re-examination in one year. TABLE 1—ALLOWABLE PANEL CAPACITY TYPE OF LOAD ALLOWABLE LOAD Transverse uniform loads 35 psf Racking shear" 319 plf For SI: 1 psf = 47.8 Pa, I plf m 14.6 NYm. t Value is based on minimum 1 -inch (25.4 mm) bearing width at supports and deflection criteria of Viso of the span. 2Minimum height-to4ength ratio is 2:3. Value is based on the panel's capacity; anchorage to foundation must be designed to resist or nmLsfer the required loads. 3No load increase is permitted for wind or seismic loading. c 0 Page 3 of 3 SEE OVA& V SEE DEU/' SEE DETAIL •L• SEE DETA I ht tML I[CtOI t i oI "oil4 I : TYPICAL WAIL PANEL Fu.. :.K Ow DL .. MOO ♦ o � ri:: dna.. sg,7 FIGURE 1 PFC-5837 Page 20 of 56 i zs TABLE 10 - ALLOWABLE DIAPHRAGM SHEARS (q) AND FLEXIBILITY FACTOR (F) FOR INVERTED CP -32, CF -1 318 INCHES WITH TEK SCREWS1XI.4.5- (CONTINUED) SEAM ATTACHMENTS NO. TEKS @ SUPPORTS DECK SPAN (FEET) 4 6 8 TEKS @ 12' O.C. 4 q 210 210 210 F 13.2+465R 10.9+31OR 9.8+233R TEKS @ 18' O.C. 4NF 140 140 140 17.1+465R 13.3+310R 11.6+233R TEKS @ 24' O.C. 4q 100 100 100 F 21.3+465R 15.9+31OR 13.4+233R TEKS @ MID -SPAN 4 q 100 60 50 F 21.3+465R 21.6+31OR 21.9+233R TEKS @ THIRD POINTS 4 -,"1 ql 150 100 80 F1 15.8+465R 15.9+31OR 16.1+233R TEKS @ QUARTER POINTS 4 1 q 1 210 140 110 F1 132+465R 13.3+31OR 13.4+233R TEKS @ 12' O.C. 7 q 230 230 230 F 12.8+58.2R 10.8+38.8R 9.7+29.1R TEKS @ 18' O.C. 7 FTFJ q 150 150 150 16.1+58.2R 13.0+38AR 11.4+29.1R TEKS @ 24' O.C. 7 q 110 110 110 F 19.4+58.2R 15.2+38.8R 13.1+29.1R TEKS @ MID -SPAN 7 q 110 70 60 f 19.4+25.2R 19.8+38.8R 20.1+29.1R TEKS @ THIRD POINTS 7q 170 110 80 F 15.0+25.2R 152+38.8R 15.4+29.1R TEKS @ QUARTER POINTS 7 q 230 150 110 F 12.8+58.2R 13.0+38.8R 13.1 +29.1R TEKS @ 12' O.C. 4 q 290 290 290 F 9.9+313R 8.3+209R 7.5+156R TEKS @ 18' O.C. 4 q 190 190 190 F 18.5+313R 10.0+209R 8.8+15611 TEKS @ 24' O.C. 4 q 140 140 140 F 15.8+313R 11.8+20911 10.1+156R TEKS @ MID -SPAN 4 q 140 90 70 F1 15.2+313R 15.5+209R 15.7+156R TEKS @ THIRD POINTS 4 1q 220 140 110 F1 11.7+313R 11.8+209R 12.0+156R TEKS @ QUARTER POINTS 4 q 290 190 140 F 9.9+313R 10.0+209R 10.1+156R TEKS @ 12' O.C._ 7 q 320 310 310 F 9.6+39AR 8.2+26.1R 7.4+19.6R TEKS @ 18' O.C. 7 q 220 210 210 F1 11.7+39.1R 9.7+26AR 8.7+19.6R TEKS @ 24' O.C. 7 q 170 160 160 F 13.8+39.1R 11.2+26.1R 9.9+19.6R TEKS @ MID -SPAN 7 q 170 110 80 F 13.8+39.1R 14.1+26.1R 14.4+19.6R TEKS @ THIRD POINTS 7 q 240 160 120 F F 11.0+39AR 11.2+26.1R 11.4+19.6R TEKS @ QUARTER POINTS 7 1 ql 320 210 160 FI 9.6+39.1R 9.7+26AR 9.9+19.6R ER -2757 LknS.,23-18.3 9.1 -186R 140 10.5 + 186R 100 12.0 + 186R 40 22.1 + 186R 60 162 + 186R 80; 13.5 + 186R 230 9.1 +23.3R 150 10.5 + 23.3R 110 11.9 + 23.3R 40 20.4 + 23.311 70 15.6 + 23.3R 90 13.3 +23.3R 290 7.0 + 185R 190 8.1 +185R : 140 9.1 + 18511 60 16.0 + 185R 90 12.6 + 185R 120 10.2 +185R 300 7.0 + 15.7R 200 8.0 + 15.711 150 9.0 -15.711 60 14.7 + 15.7R 90 11.6 + 15.7R 120 10.0+ 15.7R 4 Sep 05 02 01:32p MD BARNS & BUILDINGS m CD FROM " LULFE ELECTRIC — CH 1 CO CA. PHONE NO. : 91634SO993 a Sep O' 0£ 01;23p n. U Z Ln L., cn `nf a ly W z w Q s= STRUCTLUAL COMMENTS W�LF[� t13-1874 5300058830 p,l Sep, 05 2002 05:11HCI RECD SEP tIC-TRA,l. 1 Please provide a typical rooung detail at. Ule shcmr pnucls Show on tltc Fountiatia:i Plan, Z. Dmvidc (108nlror the pipe aolmn Mid KB•II's: provide shear and tension unity Deck. 3. R=4. -q fl'om UBC T 14.14 is hued on whit lat" r0c;sWW system? 4. Roam "OR EQUIVALENT- from IM lUti KB -11 specifications; almmitaly. propose a specific subb'tihajon_for _ revioxv and approval prior to issuance of a parmit La$Uy. you can ch&W tilt notes to. -,kw SUHSTI'lUTION OF ANCRORS MUST BE M IEWED AND APPROVED 8Y COi.^_�T�c' OF BUTTE BEiOIZ INSTALLATIO?V''. S: 119u, were load combiaat,mts per LSC 1612,3.1 incorporated? Note also that a one-third ittcrc= for wind or scismie is not allowed per tha shear p4rtct listing. �a,N6 6. Flood celeulatiou pL Z referereeFau a*Mchcd.ICB_0 X12-SS21.TThcre is no such repon attached. Note however dot the atL8�:11 report �R-583711an14 transverse Loading to opsf. 3,5- 'mac attach �. ed FCBD SR -5837 expirod vn 10/l/O 1; please prtrvidc a cumAit listing. 8 Detail the typical slab palimcter, showing finish Root olwatian and ttMW ad'acont 9. Plta;0 prpv%de z CLLrrtht co oaf tC80 2757 3 grode. P3' SS r�L'erer� in the �:alc:ulaaons, Kea c 0 Long / Archim.1O ' PICA RaVIM Consultant '57 0Z .I IMPORTANT: In these spaees„ Copy the =rdk BUILDWO ponding Infommtfon from Q COA rrS L�t,(1 - .4, fL, U A. I ^�'JCiQ•f7��'2•'/�"1 �.ZTATI= .. ✓.5��..��DE >'� SECTION D • SURVEYOR. ENGINEER. OR ARCHITECT CERTIFlC..TION (CONTIN Copy both sides of ftElevation Ceftificate for (1) cormurNty ofticlal. (2)hSUanW agent/company, and. (3) bu o.ft 'ed 3m a 93o Lam- IZ. I /7:37F'� Z S CO )rT�T sin r D J��l e r, Alo4� 4L1 SECTION E. BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED FOR ZONE AO and ZON A`he�s'if attachrTients'1' . For Zone AO and Zone A M►ITHOUT BFE) (wtUiout,BFE). oorrtpleta Items E1 through E3. !f ttie E/evetton Cerflficato is Intended for use as su Lltovrrlatlon JixA LOMA or.LOMR-F, Section C eted ' pp�9' ' most be camp/ • � ' ::.,� .. , .,, : , • , ` . Et. Bullding Dla�ani•Niunppr._._ (Select the*buffdbg diagram: , i :.. •::�. �� __ Two Pages 8 and 7. if do mostAlmllar•to the building for whlch.Ws certificate is being aornpleted r . diagram aWrately represents the WWI( g. provide a sketch or photograph.) . EZ The top of the bottom fioor(lncludktg basement or enclosure) of.the buildingIs (_(_I g,(m) (_u!R(j:.u•above,or =( below check one) the highest adjacent grade:.: E3. For Zone AO oniy:.tf. no Rood floodplaIn depth number b available; is* the top of the bottom floor elevated In accordance with the =i?munitys management ordktartce? L.1 Yes I_I No_ L_I unknown. The local official must certify this infomtiatfori In , , , * G SECTION F PROPERTY OWNER (OR OWNER`S REPRESENTATIVE) CERT1FiCATION ` Prop" owner or awrter+s autltortzed representative who completes Sedlons A, B, and E for Zone A (without a FEMA4ssued commuNty"issued PFE)' of Zone AO must sign here. or PARDOQFP g O yE�t S o wNERY o D REpRESENTAT1 IFS NAME rlJ I�t7 ,• -'ti�¢9 �- STATE Mp CODE :• SIGNATURE, ¢ `, COMMENTS �2 HONE' —'Check here if attadim SECT(oN G • COMMUNITY INFORMATION (OPTIONAL) ; ents The Inca! .ofiiclal who Is autttortted by law or ordinance to administer the A B. C (or E). and G of this Elevation Cartificate, Complete comrrtunitys floodplaln management ordinance can compieta . '.... . P applicable Hem(s) and sign below. • G1. u The �tfdrrttatlon C was taken front other documentation that has been signed and embossed by 'anti. certsed-s .. . . engineer. or architect who Is authorized by state or Iota! law to cartIfy elevation Infonnatlon. (indicate ttip sour ct3 and .damfem r. .. (---I elevation data Irl.ttte.Cortunerits area below )-% nd ; •:.,,... : A community Oftallorttpleted Sedion E for a building located In Zone AO. Zone A (!M� a FEMA -issued or community-1,ssued BFB or G3. l• -I The follm *Q inforrr>etSon (Items G4 -W) Is provided for community floodplain management purposes. G/. PER1,11H NUMBER .; • •' •r G5. DATE P ISSUED r G8. DATE CERTIFICATE OF ;OMPLV NCE/OCCUPANCY G7. This pen fhas been'Issued for: - ISSUED New Cortstrucdon G8.8evation of as4xdft•lowestA= u u Substantial Improvement : ,,• •. G9. BFE or ��1n8 basement) of 4he bonding is: 1' _. R(m) Dation:` •�+:• -•: .: : • ' (In Zone AO) depth of flooding at the building site is: LOCAL OFFICtAL`g N_ A_ME , . • � ... .:._.. tt.(m) Datum:. _ • COMMUNITY •• SIGNATURti TELEPHONE _ COMMENTS �� ;'•:�';. i i,'i._. _ - s Check here if attadiments RFPI Ar'.FR Al 0PRF1/ICtI IC FTVT1r11LC {0j:c V: 3k-a-ro FFEDERAL EMERGENCY•MANAGEMENT AGENCY' NATIONAL FLOOD -INSURANCE PROGRAM O.M.B. No. 3067-0077 ' Expires July 31, 2002 ELEVATION CERTIFICATE Im ottanti Read the instructions on pages 1 - 7. BUILDINGOYJNER'S NAME SECTION A - PROPERTY OWNER INFORMATIONrftn o�liiairai4tbin'paityeai; BUILDING STREFT AD RESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O: ROUTE AND BOX NO. CITY---- k'eN,._ ___ ..—..•„•.,,, , sen - "UMLtlr, L-uylu ueptton,.etc.) 007 , Lor -7 BUILDING USE (8-g.,Resldenttal N endal Addition, . ,. :,.. Use v.wmwnts Yt14tivn R necessary.) ,l LATi DE/LONGITUDE (OPTIONAL) HORIZON ( 141r' - wr - tfC or TAATUMt SOURCE: LI GPS Ik!►,1t NAD L O1927 ' LI NAD 1683 CTYPe)• Q�_q USGS Quad Map other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME &•COMMUNITY NUMBER B2. COUNTY NAME B3. STATE o v Oio 00 Cp �1 rJ'z'`/ C A NUMBER �'^"" rnncL tui. FLpSO B9• BASE FLOOD E.LEVA 1,1(S) DAT�AE EFFEC E/RE%ASED DATE ZONE S) (Zone AO use depth of nood'N) Ohoo7C 06' C 9�zy[39 o//i9/�9 •�4 I ;;i - B10 Indicate the source of th base Flood Elevation (BFE) data 6r base flood depth entered in B9. LI FIS Profile FIRM �� Communl Determined (-1 Other (Describe): 1p B11. Indicate the elevation datum used for the BFE in B9: NG. VD 1929. LNAVD 1988 L_j Other (Describe): 512 Is the building located iri a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?' J Yes j No Designation Date: -SECTION C'- BUILDING ELEVATION INFORMATION. (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' LjBuliding Under Construction' . •; ��Finished Consction 'A new Elevation Certificate will be required when -construction of the building is complete. C2 Building Diagram Number._ (Select the 6uilding diagram most similar to the building for which this certificate is being completed -see. pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zone§'A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete items C3a4 below according to the building diagram specified In Item C2 State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and'' conversion calculation. Use the space provided or #4 Comments area of Section D or Section G,•as apprbpriate, to document the datum conversim Datum ti�D 2- ConversioniComments_ N/�• Elevation reference mark used3olfC( ,< a,93n Does the elevation reference mark used appear on the FIRM? `LI Yes J4 No O a) Top of bottom floor (Including" basement or enclosure) ft. (M) O b) Top of next Higher floor _ ft (m) ' N QEESSlp� O c) Bottom of lowest horizontal structural meritbe� zones onl ___ KA N' Y) _ ft.(m) O d) Attached .garage (top of slab) _ R(m) O e) Lowest elevation ofmachinery and/or equipment servicing the buildlrig 1-70 S�5_ ft m 5 O t) Lowest adjacent grade (LAG) 1 7 F07 ( ) No. RCE 24016 R(m) Z _ O g) Highest adjacent grade (HAG) j©.ft gym) m h * Expires 12-37-05 ' O h) No, of permanent openings (flood vents) within 1 R above adjacent grade CIV O .i Total area'bf ell permanent openings (flood vents) in C3h '--� In. s9 (sq. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This cartification is to be signed and sealed by a land surveyor, engineer, or archited authorized by law to certify elevation information_ I mt y that the inthrmatbn In Sections A, A and C on this Certificate r6pre§ents my best efforts to interpret the data'availab/e. I understsnd'that any false statement may be punishable• by fine or Imprisonment under 18 U S Code, Section 1001. CERTIFIERS MAMP /Z/S,S c.9�— �If,I;NS�NUMBER fAJ rre)�P/hjI?jk44aI1CTyG–tel vie �iyGi�r�� /STATE 9��� E._ 9F11A From Al _'A1 Al tr: AG CFF RFVFR.CF CIr1F FCIR rXWTINI IATiON RFPI Ar.FC Al 1 PPPM(1 LC;ZnMrukLC May, 14, 2002 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Wolfe Electric 3060-Thorntree Drive, Suite 100 Chico, CA 95973 Re: Wolfe Shop & Garage Building Pads- Durham, CA Attn: Brad Wolfe - - We have completed compaction testing on the building pads for the new Shop Building and Garage for the Wolfe Residence on Jones Avenue in Durham, CA. The pads were constructed entirely. out of import material with no substantial fill. The pads were tested randomly at approximate finished pad grade to a depth of eight inches. The nuclear density test data sheets and moisture density curve per ASTM 1557 are,attached. Based on the test data compiled on this project, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the building pads were properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied- Testing Consultants is nota licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants.is not a foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any'questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS ZSt�eee1e Senior Engineering Technician C-38692 Exp. Staff Engineer 3/31/05 3)60 Thorntree Drive, Ste. 10 • Chico, CA 95973. • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 FROM.: WOLFE ELECTRIC - CHICO CA. PHONE NO. : 9163450993 Jun. 03 2002 07:01AM P2 i APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION May 14, 2002 Wolfe Electric 3060 Thorntree Drive, Suite 100 Chico, CA 95973 Re: Wolfe Shop & Garage Building Pads - Durham, CA Attn: Brad Wolfe We have completed compaction testing on the building pads for the new Shop Building and Garage for the Wolfe Residence on Jones Avenue in Durham, CA. The pads were constructed entirely out of import material with no substantial fill. The pads were tested , randomly at approximate finished pad grade to a depth of eight inches. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project, we certify per. Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the building pads were properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor_ We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not a foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS axles Steele Senior Engineering Technician C-38692 Exp. 3/31/05 Staff Engineer 3060 Thomtree Drive, Ste. 10 - Chico. CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 FROM : WOLFE ELECTRIC - CHICO CA. PHONE NO. : 9163450993 Jun. 03 2002 07:02AM P3 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testing Report Per ASTM 1557 Client: Wolfe Electric Address: 3060 Thorntree Drive, Suite 100 city. State: Chico, CA 95973 Attn: Brad Wolfe Protect: Wolfe Electric Building Pad sou.Descriptlon: Red Brown Sandy Clayey Silt wl Small Cobbles Roporl Sq. No. 1 Pago: 1 of 1 oaio: 5/3/02 Tech: B. Steele Gauge M CALIBRATION DATA: ADerity Std.: Moisture Std. i Density Xi : Moialure Xi : . Compaction E ui moni: Req'd % Compaction Curve No.: T-1 Max Dry Density. 124.6 Opt. Moist. Content: 13.5 90% Test tr Teal Deulh cation: lituildin Pad (Garage)Elev. Wet DensityDensity H2O Dry Density Moisture Content % Comp. Resuits 1 4" [BuildingPad, Southwest Corner FPG 122.0 8.3 113.6 7.3 92% PASS 2 4" uildin Pad. Northwest Corner FPG 129.2 18.8 112.4 15.0 91% PASS E43 4" Building Pad. Northeast Corner FPG 135.3 16.0 119.2 13.4 96% PASS 4" Building Pad. Southeast Corner FPG 135.2 14.7 120.5 12.2 97% PASS REPORT: Arrived at jobsite at 1400 hrs. to perform compaction testing of the Garage Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Copley to: Reriewe0 FROM : WOLFE ELECTRIC — CHICO CA. PHONE NO. : 9163450993 Jun. 03 2002 07:02AM P4 -TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testing Report Per ASTM 1557 Report Sop, No. 2 Client: Wolfe Electric Page: 1 of 1 Address: 3060 Thorntree Drive, Suite 100 Onto: 5!6/02 Cny, State: Chico, CA 95973 Tech: B. Steele Alin: Brad Wolfe Project: Wolfe Electric Building Pad Sol) Description: Red Brown Sandy Clayey Sill wl Small Cobbles Gaugt a CALIBRATION DATA: Density std.: Moisture Sid.: Denaltv Y;, Moisture xl : Com action Equipment Req'd % Comoaclion curve No.: T-1 Max Dry Density: 124.6 Opt. Moist. Content: 13.5 90% Tpcl4 Teti Depth Locstion: auttding Pad Elov. wet Density . H2O Density Dry Density Moisture Cnntent % Comp, Results 5 4" Building Pad, Northwest Corner FPG 135.2 17.4 117,7 14.8 95% PASS 614" Building Pad. Northeast Corner FPG 129.9 13.4 116.5 11.5 94% PASS 7 4" Building Pad, Southeast Corner FPG 130.3 16.4 113.9 14.4 92% PASS 8 4" Building Pad, Southwest Corner FPG 129.7 15.2 114.6 13.2 92% PASS REPORT: Arrived at jobsite at 1430 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Copies to: Reviewed l FROM : WOLFE ELECTRIC - CHICO CA. PHONE NO. : 9163450993 Jun. 03 2002 07:03AM P5 APPLIED TESTING CONSULTANTS JA�Tcw MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: city, state Zip: Attn: Project: Sall Description: Sample location. Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry denslty, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Not dry wt: Moisture loss: % Moisture Content: 122.0 121.0 0 120.0 l` 119.0 N C v 118.0 0 117.0 116.0 115.0 9.0% Wolfe Electric 3060 Thorntree Drive, Suite 100 Chico, CA 95973 Brad Wolfe Wolfe Electric Building Pad Red Brown Sandy Clayey Silt w/ Small Cobbles Jobsite nirA 1 2 3 4 -100 0 100 7155 7375 7262 2716 2716 2716 4439 4659 4546 130.5 137.01 133.7 117.11 120.8j:-115.4 15.8% 1 2 3 4 977.9 1072.7 886.7 885.8 956.5 777.6 84.0 86.1 86.0 801.8 870.4 691.6. 92.1 116.2 109.1 11.5% 13.4%1 15.8% Sample No: T-1 nate: 2 -May -02 Tech: B. Carter Sample Weight: 5,000 grams Rock Correction' ASTM D4718 Total.sample wt: 54.95 +314 rock wt. 6.5 of +314 rock: 11.8% Specific Gravity of +314: 2.60 Rock adj. density: 124.6 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% Moisture Content (% of dry welght) Max density from curve-. 120.8 Max adjusted density: 124.6 pcf Optimum moisture: k33.5.016, This test was performed per ASTM 1557 Reviewed by: Ab ORDER NO.: 00201381-002 - LA SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 7, ACCORDING TO THAT CERTAIN MAP ENTITLED, "JUGUM SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 6, 1989, IN MAP BOOK 116, AT PAGE(S) 78, . 79, 80, 81 AND 82. AP NO. 040-590-007 RESERVING THEREFROM OIL, MINERAL, GAS AND OTHER HYDROCARBON SUBSTANCES AS CONTAINED IN DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS, RECORDED MARCH 31,1997, SERIAL #97-011251, BUTTE COUNTY OFFICIAL RECORDS. EXEC.0 COM PRELIM r - s t� . P ERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, .etc.) �N D4o_S9o- e)0-7c-oT. % ICs[-5�1 v6D, BUILDING USE (6.g.. Residential NorrreMdentllal Addition, Accessory. GtQ Use Comments sedon If necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM, ( Or - OW - #p•,iklr or i�� (�( NAD 1927 ) -I NAD 1983 .- SOURCE: LI GPS (type): DLq USGS quad Map 1—I Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME &•COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 'BO-17r6t! v N 0( 60017 co -1 AJ 7*- / ,^ A - - w. rvrrv. ov. rrvw Muvur-A Of. NKM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) O oC NUBER Q yT)E 9 EFFECTIVE/REVISED DATE Z NE S) (Zone AO, use depth d reoding) oSZo C J B10. Indicate the source of th 5ase Flood Elevation (BFE) data or base flood depth entered In B9. L__j FIS Profile ( FIRM L-1 Comm i' Determined Ll Other (Describe): B11. Indicate the elevation datum used for the BFE In B9:Nd VD 1929 • Ll NAVD 1988 Ll Other (Describe): B12. Is the building located in.a Coastal Barrier Resources System (CSRS) area or Otherwise Protected Area (OPA)?- Yes "(><j No Designation Date: - •SECTION V. BUILDING ELEVATION INFORMATION: (SURVEY REQUIRED) C1. Building elevations are based'on; wConstructIon Drawings' L—)Buliding Under Construction' • • (_JFinished Cons�uction ffi -A new Elevation Cecate will be required whemconstruction of the building is complete. . ' ' C2 Building Diagram Number 1_ (Select the building dlagram most simllar to the building for which this certificate Is being completed - See- pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) . . . C3. Elevations — Zone§•A1-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a4 below according to the building diagram specified In Item C2 State the datum used. If the datum Is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field' measurements and datum conversion calculation. Use the _space provided or the' Comrients area of Section Dor Seddon G, as apprbprfate, to documdnt the datum rY conversion Datum kl_Zb Converslon/Comments N//f Elevation reference mark used3o%%C'c a,k '530 Does the elevation reference_mark-used appear on the FIRM? Yes lx! No O a) Top of bottom Floor (induding'basement or enclosure) ('I?I!'t S�(L m �� O b) Top of next higher floor �_ ft. (M) N SS10. O C) Bottom of lowest horizontal structural member (V. zones only) �--- ft.(m m OQ �F O d) Attached -garage (top of slab) �y _ R(mj Rjs O e) lowest elevation of machine and/o 'machinery r equipment servicing the bulldlrig 129 �� ft.(m) O f) Lowest adjacent grade (LAG) 1 67 No. RCE 24016 j O g) Highest adjacent grade (HAG)- m y * Expires 12-31-05 I - ft:* O h) No. of permanent openings (flood vents) within 1 R above adjacent grade O .d) Total area of ell permanent openings (flood vents) in C3h — sq. in. (sq. -cm) stcnvN 0 - SURVEYOR, ENGINEER. OR ARCHITECT CERTIF1CAT10N W uucauvn m to oe signs ano sealed try a land surveyor, engineer, or archited authorized by law to certify elevation Irlformation. 1 cw* that the informadon in Secdlons A, B. and C on ails cer flcate represents my best efforts to interpret the data'availab/e. 1 understand'that any false statement may be punishable. by fine or Imprisonment under 18 U S Code, Section 1001. �Ff5'TITLE �,L C IC OuJ.J C 2 ��r�a/x SIGNATURE 97-1.IA From Al -Ai Al Ir: QQ E_ G t4:37 numbtK NAME � �fc� rz�3i�oS' i�c'� /JI�jcCc�aJ-kIC.T�VC�-��I$J�L ���� ATE .9.1 "6-7 E� 'J _--' DM 0 Y(4t �I 1 76 -.94 3 RFF RFVFR.- in{ � � •14 ' i. ( 9 ' > �•,1 1:..E .! Ttl ,taJd RFPI Ar'J=C AI I PRFVir1J LC F:nmry v,- FFEDERAL EMERGENCY. MANAGEMENTCY NATIONAL FLOOD -INSURANCE PROGRAM O.M.B. No. 3067-0077 ELEVATIONCERTIFICATE ' Expires July 31, 2002- 002ELEVATION Im ortantt: Read the Instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATIONord1tisiiia�icaiiiripeiiyt BUILDING OWNER'S NAME tsea;;y 1^:�. BUILDING AD�RE53 (Indudirmg Apt.. �� te, and/or Bldg. No.) OR P.O: ROUTE AND BOX NO. «_i?1.e•T,• kart: r.:� ,'J a tel, CITY -- n 1` I-), n . r A .. STATE Tia cnnc' r - s t� . P ERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, .etc.) �N D4o_S9o- e)0-7c-oT. % ICs[-5�1 v6D, BUILDING USE (6.g.. Residential NorrreMdentllal Addition, Accessory. GtQ Use Comments sedon If necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM, ( Or - OW - #p•,iklr or i�� (�( NAD 1927 ) -I NAD 1983 .- SOURCE: LI GPS (type): DLq USGS quad Map 1—I Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME &•COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 'BO-17r6t! v N 0( 60017 co -1 AJ 7*- / ,^ A - - w. rvrrv. ov. rrvw Muvur-A Of. NKM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) O oC NUBER Q yT)E 9 EFFECTIVE/REVISED DATE Z NE S) (Zone AO, use depth d reoding) oSZo C J B10. Indicate the source of th 5ase Flood Elevation (BFE) data or base flood depth entered In B9. L__j FIS Profile ( FIRM L-1 Comm i' Determined Ll Other (Describe): B11. Indicate the elevation datum used for the BFE In B9:Nd VD 1929 • Ll NAVD 1988 Ll Other (Describe): B12. Is the building located in.a Coastal Barrier Resources System (CSRS) area or Otherwise Protected Area (OPA)?- Yes "(><j No Designation Date: - •SECTION V. BUILDING ELEVATION INFORMATION: (SURVEY REQUIRED) C1. Building elevations are based'on; wConstructIon Drawings' L—)Buliding Under Construction' • • (_JFinished Cons�uction ffi -A new Elevation Cecate will be required whemconstruction of the building is complete. . ' ' C2 Building Diagram Number 1_ (Select the building dlagram most simllar to the building for which this certificate Is being completed - See- pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) . . . C3. Elevations — Zone§•A1-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a4 below according to the building diagram specified In Item C2 State the datum used. If the datum Is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field' measurements and datum conversion calculation. Use the _space provided or the' Comrients area of Section Dor Seddon G, as apprbprfate, to documdnt the datum rY conversion Datum kl_Zb Converslon/Comments N//f Elevation reference mark used3o%%C'c a,k '530 Does the elevation reference_mark-used appear on the FIRM? Yes lx! No O a) Top of bottom Floor (induding'basement or enclosure) ('I?I!'t S�(L m �� O b) Top of next higher floor �_ ft. (M) N SS10. O C) Bottom of lowest horizontal structural member (V. zones only) �--- ft.(m m OQ �F O d) Attached -garage (top of slab) �y _ R(mj Rjs O e) lowest elevation of machine and/o 'machinery r equipment servicing the bulldlrig 129 �� ft.(m) O f) Lowest adjacent grade (LAG) 1 67 No. RCE 24016 j O g) Highest adjacent grade (HAG)- m y * Expires 12-31-05 I - ft:* O h) No. of permanent openings (flood vents) within 1 R above adjacent grade O .d) Total area of ell permanent openings (flood vents) in C3h — sq. in. (sq. -cm) stcnvN 0 - SURVEYOR, ENGINEER. OR ARCHITECT CERTIF1CAT10N W uucauvn m to oe signs ano sealed try a land surveyor, engineer, or archited authorized by law to certify elevation Irlformation. 1 cw* that the informadon in Secdlons A, B. and C on ails cer flcate represents my best efforts to interpret the data'availab/e. 1 understand'that any false statement may be punishable. by fine or Imprisonment under 18 U S Code, Section 1001. �Ff5'TITLE �,L C IC OuJ.J C 2 ��r�a/x SIGNATURE 97-1.IA From Al -Ai Al Ir: QQ E_ G t4:37 numbtK NAME � �fc� rz�3i�oS' i�c'� /JI�jcCc�aJ-kIC.T�VC�-��I$J�L ���� ATE .9.1 "6-7 E� 'J _--' DM 0 Y(4t �I 1 76 -.94 3 RFF RFVFR.- in{ � � •14 ' i. ( 9 ' > �•,1 1:..E .! Ttl ,taJd RFPI Ar'J=C AI I PRFVir1J LC F:nmry v,- these spaces, copy the STATI! sicni SR. ENGINEER OR ARCHITECT' Copy both sides Of CERMFICATION (CORTIN c"" Eavation C42cate for (1) ==u* oftW- (2) Insurance 896MICOMPany, and (3) bW 7,-3 7,,rlLe) err ti r j 9 CL a,::? . ....... 70 SECTION E-1-05 Chd�kW-iO'"if ELEVATIONINFORMATION(SU G' attachnj6nts, m 4%d" NOT REQUIRED) FOR ZONE AO and ZONE W?TV�OLTT BFB For 7CM -W and A (without BFE), =npjetq Items El through- I.& ff ftEevo hbmatbn b� , tfOn 09rdficatO 13 "ended for use a3suppa,&v 7. 7.. 8 LOMA or LO Secdon C ffy ist j� carnp/eted ': E1-BUIdngDi��Nw_*.bw' I- (Se!ea the"b*uIldIng diagram nVt Wrrj - 3" Pages 6 and 7. If rio diagram ewurately raprwent3 the W to to building for which this cartlfica �t or Ilding, provide a sketch* or pl�otograptq - .. . . .. , I . .1. 1 El I top of to bottom 1100f'Oncluding b. bu enclosure) of Me -buuding'Ls rL(cM ' (check am) to Nghost ' . I . " - I .... . fL(m) above,oi below E3- For "no AO Ontf- Af no food depth nwnbar is available; lift.to, , , , . ; . ... :;, floodplaIn management ordinance? P Of the bottom floor elevated in accordance with the ccriv�ty, L.1 Y03 L_11 No- I - I Unkriowri The local ofticlai must codify this Inforiitati" SECTION F .- PROPERTY T OWNER (OR OWNER'S RE on In Section _pRFSENTATiM CERTIFICATION ' -77777--- The Property owner or owners authorized representative who completes Sections A. B. 'and E for Zone Zone A0 Must sign hem A (without a FEMA,;S,�u6d or PROPii'M %JAvr$W_4UtLQVVNEFr&ALrr14 25=n Fno SECTION -COMMUNITY Check'6*ri if attachments The tical .otflcal who's authorized by law Or w0nance to administer the comrnunitys plain management ordinance can co eta SedoruA B. C (or E). and G of tVa Elevation Cartiffmtq. Complete the applicabI s MPI G1. L_jTho kdbrmadon ki- ' , 8 bm(s) and sign below. ' ' ' . -- . : . .. 'ectlon C Wis taken from other documentation. that has been signed arfibossed! 'r'. ;; r' -•` .' ' - engineer, Or arChited who Is authorized by state or tocal by a Ilcortsod surveyor... elevation data Iq 1h6 Corriments area below.)-'... law to codify elevation Infbmjaaon. (Indlcate 613: source "-date of the G2. Lj A oomnu* Officid'OOmpleted Sect! 06 E for a building located in ad Zone AO. ZOrWA (Without a FEMA:Ls�u ..or bo.rnm4nl"uod BFE) or G3. L_j The f0U0wkV WMM&M (Items G4 -W) is pr;vldad -for COMM pity floodplain management G4. P 'RMIT JUS I W. UATEPFRMrrLQQ1icr% purpdim' G7. 3 pe -ISSUED 1 -1 %1WMrUPNUtjkX_-UUPANCY has ;sued for L_j Now ConstructIon L I .... .,:/ *--.1:*.:.!!*-' ... Subs tW Improvement tan Ga. Sovation of as-buift'lowea floorlincludinQ1 buem�t) of �-w building is: G9-. BFE Or (in Zone AO) depth of ftodhg at to buodbV Site is: fL(m) Dalj�=- LOCAL OF WS 4E ft. (m) Datum; COI.IMUNrTY NAME SIGNATURE COMMENTS 7 'All Al IA'QQ Check here If at:Gchments CrK—I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-00 77 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 20022 I n w� ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDIIQ STRqgT ADDRESS (I Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number ul l T - ^ n STATE ZIP CODE c PROP ESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) i� 04o - 6-90 - X0-7 f n_F -7 & ) cezln BUILDING USE (e g esldentlal. Non-residential. ddltlo , Accessory, etc. Use Comments section If necessary.) A ,—_ !per � _ 9 _ ,. , ry) LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##' or ##.#####0) rIV RILVIV I NL VH I UM: NAD 1927 LJ NAD 1983 LJ USGS Quad Map I I Other: SECTION B -'FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE uruc ILWU CLCvHI IUN(J) NUMBER DATE EFFECTI E/REVISED DATE ZpS) (Zone AO, use de th of Flooding) �f�oo7c ©5` C 9 1 Z9 ��9 6 �619� r�'LL 16 9, SSS B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_I FIS Profile KI FIRM I_I Community D termined 1_1 Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: ly, 1929 1_1 NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes 1 No Designation Date: 7` SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' I_JQuilding Under Construction' 1�Finished Construction 'A new Elevation Certificate ill be required when construction of the building is complete. `"'' 7— C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion, Datum iJ Lo -UD 1Conversion/Comments Elevation reference mark usecladU�62 `6" 930Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1_1 No ❑ a) Top of bottom floor (including basement or enclosure) t 1,a ft.(m) v I ❑ b) Top of next higher floor A) /A _ ft. (m) ❑ c) Bottom of lowest horizontal structural member (V zones only) A)1,4 ❑ d) Attached garage (top of slab) ft m D �4Q 7- t/,1 ❑ e) Lowest elevation of machine and/orequipment w " i� Er;_., machinery. . - , •. servicing the building A_�,Q _ ft. (m) ❑ f) Lowest adjacent grade (LAG) 1 t.r .Z�a ft.(m) ❑ g) Highest adjacent grade (HAG) 168 .32-ft-l(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION I nls cernticatlon is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U S Code, Section 1001. rc—rlr— Ico�c C/i i(J/G-AMC fA)SULI24,� L-L://� M FFMA Fnrm AJ31 AIJC, 49 SFF RFVFRSF SInF FOR FENTINIIATION RFPI A('FB At I PRF-VlnIJB FnITinNS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Ins=urance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number ' �,0 .r SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. 'If the Elevation Certificate is intended for use as supporting information fora LOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_I_I ft•(m) 1_I_lin.(cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1-1_1 ft•(m) 1_1_lin.(cm) above the highest adjacent grade. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. WJ 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE ,TURE COMMENTS DATE Check here if attachments FFMA Fnrm R1 -R1 AIJG 49 RFPI AC:FS Al I PRFVIntJS FnITIONS GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 CEJ � � L� %?1 � � - Yn c/ �►-c � �'l �.-�, % "1' c_ A, Y G��� IPJ®. 4. C 21283 cf F 0� CAl-��0� I D AR C34 ®R 4. �F GREGORY A. PEITZ ARCHITECT .a�aJ�383 RIO LINDO AVE., CHICO CA 95926 (530) 894-5719 CP -�� dol zla z o 14 42-c c C vS s X75 � � � c�, � � ✓��,( �v P � C1 t3 G 2 v -C --k �--s 4L5 c 4*r ��`d 1, Opp e -4.c4 a4-4-0" I `r.. h ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) .974 4153 STRUCTURAL CALCULATIONS CUSTOMER Brad Wolfe <MD Enterprises > DATE April 13, 2002 JOB NUMBER : 14890-02 CONTENTS Flood Calculations d2-0730 som Comm WILDING DEPARTMENT APP R 0 v E Q _ 4,/4/0 z APR 15 2002 I,3vJ�r�iN� i�6YT- G'o�Y e -05 r e k V 1• w� F ' tf ®-----� oar September 5, 2002 De artment of bevelo L' ent Services d P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Brad and Diane Wolfe 3060 Thorntree Lane Suite 100 Chico, CA 95973 Assessor Parcel Number: 040-590-007 Building Permit Number: 02-1874 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: Attached If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday and ask for Keith. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. I of 1 STRUCTURAL CONIlVMNTS 9/5/02 S tr WOLFF 02-1874 S RUCTURAL COMMENTS: Please provide a typical footing detail at the shear panels. Show on the Foundation Plan. ✓2� Provide design for the pipe column Hilti KB -H's; provide shear and tension unity check. R=4.5 from UBC T 16-N is based on what lateral resisting system? Remove "OR EQUIVALENT" from the Hilti KB -11 specifications; alternately, propose a specific substitution for review and approval prior to issuance of a permit. Lastly, you can change the notes to "ANY SUBSTITUTION OF ANCHORS MUST BE REVIEWED AND APPROVED BY COUNTY OF BUTTE BEFORE INSTALLATION". How were load combinations per UBC 1612.3.1 incorporated? Note also that a one-third increase for wind or seismic is not allowed per the shear panel listing. Flood calculation p. 2 references an attached ICBO ER -5521. There is no such report attached. Note however that the attached report ER -5837 limits transverse loading to 32 psf. 9111, The attached ICBO ER -5837 expired on 10/1/01; please provide a current listing. eDetail the typical slab perimeter, showing finish floor elevation and actual adjacent grade. Please provide a current copy of ICBO 2757 as referenced in the calculations. Keith Long / Architect Plan Review Consultant W EFt'' GREGORY A. PEITZ. ARCHITECT 383 RIO LINDO AVENUE, CMCO CA 95926 (916) 894-5719 Structural Calculations For: � P-rl - - (�"i AR It \V� a°ay A. A lFC� �C '*No. C 2 F!9 it �N- Rg:: I °F ��-\K 02-073 / comm. SUILDING DUARTM6m APPROY.Wu LOAD SUMMARY Wind Analysis Normal force method, exposure•13, 75 mph wind speed P=CeCgQsI WALLS P=.62 * 1.3 * 14.5 * 1.0=.0117 ksf @ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 =-:011 ksf. a 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P =.62 * 1.1 * 14.5 * 1.0 =.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 =.O 1 I kst .@ 20 ft. P=.72*1.1*14.5*1.0=.012 ksf@ 25 ft. P=.76* 1.1 * 14.5* 1.0=.012 kst @ 30 ft. Seismic Analysis Static Method V 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding 01=1 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS annvao 22-142 100 SHEETS 22-144 200 SHEETS a 71) � o u � "' -C - v + \ NJ ` C 'A R F T 1 kA M. -4.1� DQ rw N -:�j V e J N 1 Vol) f j p n�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS V� N va W 17 ^ N rjtj + !� J n VIP ^. Irk 1 vi 4 � � V4 Q H ; w n�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ul J N W 17 vj * V4 J) ; � � ori �► s l_N1 p� O� `m q QI X ul J 22-141 SO SWEETS 22-142 100 SHEETS -� 22-144 200 SWEETS a, In 17 -� a, 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS i. rp. G Ol 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ^ 6 0 o 91 `� V rN `V � 1 v N IJ � V ` V `r9 Ol 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS V t � V ` V C t, V - c 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS r - A Z oq lv ,N aQ V Vv 11 n1 J � 9 0 N V I s � r - A Z oq r� aQ V Vv 11 n1 f l 0 N V I r - A Z oq �A \ I 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 10 o N a � V 0 \ I 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 10 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS L I ---- LA 22-141 50 SHEETS AMPOM #� 22-142 100 SHEETS 22-144 200 SHEETS vo 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � vi � VJ e� Y•M t M d 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � c � 1 e� Y•M t d T 1 ee 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS t D e� Y•M d 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS e� Y•M T 1 ee WW W W W W N N N coo N O O �N C4 -T A N M C N N 0 4-1 -�-/e CR r /-- 1/6v U �,/ e // ( Izk®. i 'L 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS I i gip, a t� e W q p s 1 1 a..r Y 09 N .,a 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I un i a e W 1 a..r Y I un i W a..r Y 09 .,a P -i` i i I un C • Roof Beam[ 97 Uniform Building Code (91 NDS) j Ver: 5.03 By: qreq peitz , Gregory A. Peitz Architect on: 04-15-2002 : 10:04:13 PM Project: WOLFE - Location: REAR PORCH HEADER Summary: / .5.125 IN x 13.5 IN x 26.5 FT / 24F -V4 - Visually Graded Western Species - Dry Use `// Section Adequate. By. -21n%. Controlling Factor: Moment of Inertia / Depth Required 12.4 In Deflections: Dead Load: DLD= 0.76 IN Live Load: Total Load: LLD= 0.61 IN = U521 Reactions (Each End): TLD= 1.37 IN = U232 Live Load: LL-Rxn= 1378 LB Dead Load: DL-Rxn= 1718 LB Total Load: TL-Rxn= 3096 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.93 IN Camber Reqd.: C= 1.14 IN Beam Data: Span: L= 26.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 7 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 X DLD Non -Snow Live Load: Roof Loaded Area: RLA= 172.3 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: LL1= 16.0 PSF Roof Dead Load -Side One: DL1= 15.0 PSF Tributary Width -Side One: TW1= 5.0 FT Roof Live Load -Side Two: LL2= 16.0 PSF Roof Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two: TW2= 1.5 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 17 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 26.5 FT Beam Uniform Live Load: wL= 104 PLF Beam Uniform Dead Load: wD_adj= 130 PLF Total Uniform Load: wT= 234 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Stress Perpendicular to Grain: Ey= Fc perp= 1600000 650 PSI PSI Bending Stress of Comp. Face in Tension: Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2897 PSI Adjustment Factors: Cd=1.25 CI=1.00 Cv=0.97 Fv': Adjustment Factors: Cd=1.25 Fv'= 238 PSI Design Requirements: Controlling Moment: M= 20514 FT -LB 13.25 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 3096 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 85.0 IN3 Area (Shear): S= Areq= 155.6 19.6 IN3 IN2 Moment of Inertia (Deflection): A= Ireq= 69.1 815.3 IN2 IN4 1= 1050.7 IN4 Roof Beam[ 97 Uniform Buildinq Code (91 NDS) ) Ver: 5.03 By: greq Peitz , Gregory A. Peitz Architect on: 04-15-2002 : 10:33:03 PM Project: WOLFE - Location: ENTRY TO LIVING ROOM Summary: 7844 3.5 IN x 11.875 IN x 12.5 FT / Versa -Lam 2800 Fb DF - Boise Cascade V= Section Adequate By: 203.8% Controlling Factor: Section Modulus / Depth Required 7.68 In Deflections: Sreq= Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): IN2 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method = Roof Loadinq: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weiqht: BSW= Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adi= Total Uniform Load: WT= Properties For: Versa -Lam 2800 Fb DF- Boise Cascade Bendinq Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ ' Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 CI=0.99 Cf=1.00 Fv': F" _ Adjustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: 6.25 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 0.11 IN 0.12 IN = U1283 0.23 IN = U664 1300 LB 1210 LB 2510 LB 0.80 IN 12.5 FT 2.0 FT 7 :12 240 180 162.5 SF One 16.0 PSF 12.0 PSF 7.5 FT 16.0 PSF 12.0 PSF 5.5 FT 1.25 13 PLF 12.5 FT 208 PLF 194 PLF 402 PLF 2800 PSI 285 PSI 2000000 PSI 900 PSI 3477 PSI 356 PSI M= 7844 FT -LB V= 2510 . LB Sreq= 27.1 IN3 S= 82.2 IN3 Areq= 10.6 IN2 A= 41.5 IN2 Ireq= 132.4 IN4 1= 488.4 IN4 .= Roof Beam( 97 Uniform Buildinq Code (91 NDS)1 Ver: 5.03 By: qreq Peitz , Gregory A. Peitz Architect on: 04-15-2002 : 10:49:46 PM Project: WOLFE - Location: GARAGE DOOR HEADER Summary 3.5 IN x 11.25 IN x 9.5 FT / #2 - Douglas Fir -Larch - Dry Use 4998 Section Adequate By: 47.5%. Controlling Factor: Section Modulus / Depth Required 9.26 In Deflections: LB Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 26.6 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: IN4 Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method = Roof Loadinq: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weiqht: BSW= Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD adi= Total Uniform Load: -wT= Properties For: #2- Douqlas Fir -Larch Bendinq Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 C1=1.00 Cf=1.10 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: 4.75 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= 0.06 IN 0.06 IN = L/1782 0.12 IN = U933 1102 LB 1002 LB 2104 . LB 0.96 IN 9.5 FT 2.0 FT 7 : 12 240 180 137.8 SF One 16.0 PSF 12.0 PSF 13.0 FT 16.0 PSF 12.0 PSF 1.5 FT 1.25 10 PLF 9.5 FT 232 PLF 211 PLF 443 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1198 PSI 119 PSI M= 4998 FT -LB V= 2104 LB Sreq= 50.1 IN3 S= 73.8 IN3 Areq= 26.6 IN2 A= 39.3 IN2 Ireq= 80.2 IN4 1= 415.2 IN4 17 Sent. By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Jun -7-02 7:09AM; Page III FROM UOLFE ELECTRIC — CHICO CA. PHONE NO. 9163450993 Jun. 03 2002 06:52AM P2 Sago 9 D �aNE t�LFE Li1r/� RPif 0'b- 590 -oo?- 0o0 D Lot # 7 Tu9u," $ueoivisiom -• y37. sl � _...� a pp Rc?1.ee,iry�� sers�t� ea `mironmental Health JUN - 3 2002 Chico, Califomia YA�Q 1" • SD' 1 A �� >:0 BU D NG_STREET ADDRESS (Includi - CITY btSfZ-N'A,nn PR. PERTY DESCRIPTION (Lot and B - �`� `� � � �d �- SSU •-- � BUILDING USE (e.g., Residential, Non- '. 4—L k FEDERAL EMERGENCY r. .:;EMENT AGENCY NATIONAL FLOOD INSUrL, CE PROGRAM < ELEVATION" CERTIFICATE , _Important: Read the instructions -on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION App nit, Suite, and/or Blfig. No.) OR P.O. ROUTE AND BOX NO.- Numbers, O. Numbers, Tax Parcel Number, Legal Y 7 , Lo?" 7, 'aQ&,c iEntial. Addition. Acces:sorv. etc. Use ( DATE e4) • - necessary.)- LATITUDE/LONGITUDE ecessary.)- 4r O.M.B. No. 3067-0077 Expires July'31, 2002 For Insurance Company Use: Policy Number , Company NAIC Number ZI cog. r , LATITUDE/LONGITUDE (OPTIONAL) 'HORIZONTAL DATUM: SOURCE: LJ GPS (Type): or S/it.##it##°) IX NAD 1927 r LJ NAD 1983 USGS Quad Map I tJ Other: ( i rf -C) . S Qi SECTION B - FLOOD INSURANCE`R� 1E.WAP (FIRM) INFORMATION B1. NFIP COMMUNITY N E CO . & MMUNITY NUMBER B2COUNTY NAME B3. STATE 93LYMC CSN �oboI� les 6_1,5 .CA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD69. BASE FLOOD ELEVATION(S) NUMBER 60o7c 0,520 C DATE 912-9139 EFFECTIVE/REVISED DATE 4, Iq 1,96 ZONS E) 4 (Zone AO, use depth of flooding) a I ....1. Vi u1c uaac F1VVU CiCVaIWII tDrC/ Udrd VI uase noon aeptn enterea in bu. l_I FIS Profile J_X FIRM I_I Community Determined �_� Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: Z� NGVD.1929 �_� NAVD 1988 1_1 Other',Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? �_� Yes 1_1 No Designation Date: II SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: J_JConstruction Drawings' `. I_(Building Under Construction" +J KlFinished ConstFuction 'A new Elevation Certificate will be required when construction of the building is complete. ~- ---------- C2. Building Diagram Number i (Select the building diagram most'similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (wirh-BFE); AR, AR/A, AR/AE, AR/A1-A30,'AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum'conversion Datum Conversion/Comments Elevation reference mark used�,A �j 0i)tl �9?0 Does the elevation reference mark used appear on the FIRM?' �_� Yes 1_1 No O a) Top of bottom floor.(including basement or enclosure) �� . ��ft.(m) I •` O b) Top of next higher floor �/� _ ft•(m) D �3=SSt0 ' O c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) O d) Attached garage (top of slab) /L _ ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment W servicin 9 the building,; O .p - P69._14✓. ft.(m) r. 80° e O f) Lowest adjacent grade (LAG) •�-{t.(m) Nj i;%`1o: nos 1 (67 31�y O g) Highest adjacent grade (HAG) 160 , ft.(m) � i�,:FCE 2 O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) J �TFOF CFa���o / SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ,. This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.] $ 1 certify that the information in Sections A, B, and C on this certiTcate represents my best efforts to interpret the data available. r I understand that any false statement maybe punishable by rine oris;.t n'=\menLunrier 1R U R (`nrlo comer;,,., , nn, y IMPORTANT: In these spaces, copy the corresponding ini cion from Section A. For Insurance Company BUILDING�REET AD,rD�2ESS Includin or"%e p Y en— ESS(Including AApt., Unit, Suite, and/or Bldg..r46.) OR P.O. ROUTE AND BOX NO. Policy Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1_1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the' S;i�►�g, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_I_I ft.(m) 1_I_lin.(cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1_I_I ft•(m) 1_I_lin.(cm) above the highest adjacent grade. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. r+vun afSo?,'2-4-9 ?�� TATE Z%� 49 7_�24-9 n c S� L.H- 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCALOFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE ,✓ ~` DATE COMMENTS Check here if attachments FFMA Firm R1-31 AUG AA RFPI ArFS At I PRFVI0LJS PDITIONS cert , FEDERAL EMERGENCY.WEMENT AGENCY NATIONAL FLOOD INSPROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. -,3067-0077 i Expires July 31, 2002 t For Insurance Company Use: BUILD/` STIR T ADDRESS (Induding`Apt-, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number CIN �t, WA- Al\- CA STATE ZIP E r7 PROP Vg�Y ESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal�;_siption, etc.) Y . 04o --6-9c) 0'-7 f / -7 ( Cr22n 5_3A_( BUILDING USE (e.g Residential, Nonres�dent�al, Adddio Acte ,..ry, etc. Use Comments section d necessary.) LATITUDE/LONGITUDE (OPTION) ( ##° - #;0'- ##.##" or ##.##!J##0) 'HORIZONTAL DATUM: NAD 1927 I_I NAD 1983 IJ USGS Quad Map I I Other: SECTION B -'FLOOD INSURANCE RAT ff MAP (FIRM) INFORMATION - - - -- - - MUNITY NUMBER NAME STATE <�_—A 134. MAP AND PANEL NUMBER B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) t6007c ��` c DATE 1 7-9 loo EFFECT/ E/RE.VISED DATE � 09196 ZONE S) 42 (Zone AO, use depth of flooding) 91 S B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_1 FIS Profile PCI FIRM 1-1 Community D termined • 1_1 Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: I NGVD 1929 1_1 NAVD 1988 1_I Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) U1. building elevations are based on: 1_1Constru6tion Drawings' 1_JRuilding Under Construction' I IFinished Construction 'A new Elevation Certificate ill be required when construction of the building is complete. L C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, Vfttt - FE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion Datum il.I-Vb 17,9 Conversion/Comments Elevation reference mark usedi3r,-iTj-L& Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1_1 No O a) Top of bottom floor (including basement or enclosure) _ L E- g ( ft - (m) -- O b) Top of next higher floor A) /A . _ tt.(m) � a�?.L-�,t;i;;�; s•, .y O c) Bottom of lowest horizontal structural member (V zones only) N X ft. (m) y O d Attached garage (top of slab }. f. -o O e) Lowest elevation of machinery and/or equipment w m cr1' servicing the building /V ,Q _ ft. m O f) Lowest adjacent grade (LAG)ft•24016 (m) Z t,:ras 12-31-05 O g) Highest adjacent grade (HAG) i6(� .3 1.(m) -c (,•�r�rs��„ O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade U Cl'lYiG - O i) Total area of all permanent openings (flood vents) in C3h _ sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts,. to interpret the data available. I understand that any false statement maybe punishable by fine orient under 18 U.S. Code, Section 1001. rrccnoco c . n r �— q; 7`6:-�- L1ULN61= UMBER €xa abiC-4 AM E-7 �.Z�- CITYSTATE ZIP CODE t ��t Q�-�fS� 67 -374 DATE TELEP ONE Fnrm R1k'11 AIR q4 _ (;FF RFVFRSF S11 R rnNTINHATinN RFPI AC:FS At I PRFVlnt11, FniT1 NS IMPORTANT: ;in these spaces, copy the corresponding ii :o' Ion from Section A. For Insurance Com BUILDING STT'RL'-E�}ET ADD ESQ S (Including/g Apt., Unit, Suite, and/or B do. Nc `.) OR P.O. ROUTE AND BOX NO. Policy Number Clrr-� STATE ZIP CODE Company NAIL Nu SECTION D - SURVEYOR, ENGINEER, CiR ARCHITECT CERTIFICATION (CONTINUED) - Copy both sides of this Elevation Certificate for (1) community officlai, (2) insurance agent/company, and (3) building owner. MMFNTS f Check here if attachments -,SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQVIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ,For Zone AO'and Zone A (without BFE), complete" Items E1 through :4. 'If the Elevation Certificatg is intended for use as supporting ' information fora LOMA or LOMR-F, Section C musi be completed. ! E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents th, provide a sketch or photograph.) E2. The top of the bottom floor including basement or enclosure) of the building is 1_1_-1 ft.(m) 1-1_lin.(cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. ., E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated flood (elevation b) of the building is Jin -(cm) abovelthe highest adjacent grade. f E4. For Zone AO only. If no flood depth'number is available, is the top of the bottom floor elevated in accordance with the community's ' floodplain management ordinance? 1 I Yes 1_1 No 1 • I Unknown. The local official must certify this information in Section,G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. I H I t 9 S-9A-� -32¢9 I I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) I he local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation.that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local GWto certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 4`G2. 1-1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 1_1 New Construction . 1_1 Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: { _ft.(m)Datum: LOCAL OFFICIAL'S NAME TITI F COMMUNITY NAME TELEPHONE SIGNATURE ATE COMMENTS FFMA Fnrm R1-31 AIJ(; 9q Check here if attachmen RFPI AC PS Al I'PRFVIC)lIS FI)ITIO 6�t AG 50-0e `�. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions -on est -7. O.M.B. No. 3067-0077 Expires July 31, 2002 �I SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUlpING^OWNER'S NAME Policy Number BU§D,jNG© EET ADD ESS (Including Apt., nit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number CITY] STATE ZI CO �-FA-�f E - �L.S�/V\ CA- 9?9�J' PRQPE TDESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ftPM 0-590--PX�? LoT 7 T(6 -U Su BUILDING USE (e.g., Residential, Non-resid nti I Addi on, Accessory, etc. Use Comments section if necessary.) 7-, � / PJ LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: - SOURCE: LJ GPS (Type): ( ##° - ##' - ##.##" or ##.#r ##0) NAD 1927 LI NAD 1983 W USGS Quad Map IX.IOtherf-rrsu7 S) SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME 63. STATE 0077e' n�� DtoDo 1-7 r 'BaT is CA w. ovi v� vu. r mm nvv�n oi. nrnrvi r-rvVCL 60. -LVVU b'd. t$AJt rLUUU LLLVAIIUN(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of Flooding) boo 7c o52D C 9 l Z9 X39 9� A �" (469-3f 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood'depth entered in B9. I_I FIS Profile 1_% FIRM 1_1 Community Determined 1_1 Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: Zj NGVD 1929 1_1 NAVD 1988 1_1 Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes 1_1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1.Construction Drawings' I—(Building Under Construction' 1XIFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number J (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH,-AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion Datum !7 ti Conversion/Comments Elevation reference mark usedtIFCj pj{)t1 ��7�rJ Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1_i No O a) Top of bottom floor (including basement or enclosure) X79 .t.(m) I O b) Top of next higher floor �V/R- . _ ft.(m) Q�0£ESSID O c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) o o O d) Attached garage (top of slab) /L _ ft.(m) E �E $ O e) Lowest elevation of machinery and/or equipment q " y 7 servicing the building �b/.%�7. _ ft.(m) E O f) Lowest adjacent grade (LAG) 1 X74-ft.(m) z O g) Highest adjacent grade (HAG) 1 bi 5-1a ft.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade J O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. t undTJers�tan�d that any false statement may be punishable by rine orimprisonment under 18 U.S. Code Section 1001 CER/ i5 P-1 55-0 IZ c eC -14-61 ►R TITLE /��HCl 1?11 1 0!5,c4 TITLE COMPANY NAME ©t,�NLsIZ 2 n�C /1 LG/�2 irl ADDRESSp, 9 CITY /�� STATE -RG—NATURE DATE TELEP N y 24- 53a A76 -20f-- FFMA Fnrm R1-. 1 ZG Pq SPF RFVFRSF SInF FnR (nNTINIIATInN RFPI A( -,FS Al I PRFVInt)S FnITInNS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company -Use: BUILDINGSJREETADDRESS (IncludingAApt�Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number -STATE ZIP CODE I Company NAIC Number v (Z Eft 9('g --) A SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_I_I ft•(m) 1_I_lin.(cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1-1_I ft.(rn) I_I_lin.(cm) above the highest adjacent grade. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1-1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. HUUK J f l I A I E LIP G DE D 3o jK 2 2 4f- 9 F� Sty 9 59,4 -7 324-% 1_1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FFMA Form Al -11 AW', A9 RFPI AC:F� Al I PRFVI0I.JS FnITInNS 0'2 (14 4V-7,op FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 f ELEVATION CERTIFICATE %) ? 1-�t0v S Important: Read the instructions on pages 1 - 7. OC)- SECTION O2SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: BUI I G STREET ADDRESS (Including Apt.. Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number �So ire Ams Adc- - CITY STATE ZIP CODE IDLA�lfi�m /'1t it 7F2 rrwr R 7 UCJI.RI I IVN tLo[ ano MOCK Numbers. I ax Parcel Number, Legal Descripfio`n, etc.) �� 9 -SgO_DD% LD! -7 1 ul M BUILDING USE (e.g., Residential. Non-residential,/Addition, Acce sory, etc. Use Comments section If necessary.) i•c5 1 be5k_) 1 .4C-_ LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM. SOURCE. L_J GPS (Type). or ##.#####0) 1 NAD 1927 " NAD 1983 U USGS Quad Map Other: IFI SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61.,NFIP�QMMUNITY NAME 8 COMMUNITY NUMBER 1 62. COUNTY NAME I R'2 cTATt oa. rwvu tsa. bASL FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONES) (Zone AO, use depth of Flooding) Dl�Do7 G zo C 89 A �fl B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_I FIS Profile 1X1 FIRM 1_1 Community Determined 1_1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: I)C 1 NGVD 1929 1_1 NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes- 1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' 1_1Building Under Construction'. IXIFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. r C2. Building Diagram Number --I (Select the building diagram,most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion Datum � `L' Conversion/Comments Elevation reference mark used%fJ0!7o bm4l c)3,,> _ Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1_1 No O a) Top of bottom floor (including basement or enclosure) j�O,�j`o — ft.(m) 1 O b) Top of next higher floor A?lA- _ tt.(m) N 6QSSf O c) Bottom of lowest horizontal structural member (V zones only) At / A- _ ft.(m) 76 1<0 Fy O d) Attached garage (top of slab) f lnA���3 CJ _ ft•(m) EQ E. / c� O e) Lowest elevation of machinery and/or equipment W M f p servicing the buildingE O f) Lowest adjacent grade (LAG) _3 Z _ ft. (M) Z O g) Highest adjacent grade (HAG) ) (9 g _¢D _ ft (m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade /J A O i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION I nls certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, l3, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001. LlUtNJt NUMbLK I TITLE QMP NY NAME ��'��?�2 �i KK alsdGt-�� 2¢ 9 FFMA Fnrm RK -'i1 AHG qq SFF RFVFRSF SInF FnR FnNTINI IATInN RFPI ACPS At I PRFVIntIS FnITInNS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUI,nDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number ?TATE MEA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS T, Co 5 (A ""- 92 a 6Lf_; y I 67, `�7 , A) &V 3' 2,9 W es TSiber, OF ; ('oOe-S Ai' t�_ AJ A) ('R- I 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E 1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_I_I ft•(m) 1_I—lin.(cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1_1-1 ft•(m) 1_I_lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. 3 o �;p r R -7t_ I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FFMA Fnrm R1 -:i1 All(; 99 RFPI AC PS Al I PRFVI0H.1; FnITIONS FOUNDATION PLAN ALL DIMENSIONS ARE TO CENTER UNE OF ANCHOR BOLTS. TOP OF ALL CONCRETE TO BE AT THE SAYE ELEVATIONS. - EONESTAR PANEL Sae . ,y Environmental Health APR 18 2002 Chico, Calliomia 00 ANG SCHFDULF TiTE Sec AmcmaR ear (1) s/A • KB -II CARBON STEEL ' O 2'-0' DIA N4.TI, INC; ICBO REPORT N0. 4627 2'-0' DEEP 1' WIN. EMBEDMENT OR 1OWALEWr KA) S/6 • KO -11 CARBON STEEL 2-'0* DIA MITI INC; ICBO REPORT NO. 1627 O 2'-0' DEEP • WN. EMBEDMENT OR c0lIYYL7Vr (2I S/6 KB -n CARBON STEEL 2'-0' ON NL INC; ICBG REPORT NO. 1627 O Y-0' DEEP • MN. EMBEDMENT OR cGIIMEc2/r O QRpf ESS/p�,q os Z 54869 E P.6/30/2004 ` 4L 04-15-2002 A CIVIL For CA`�F�� 77 NO. S-1 2 OF 7 SHEETS DESIGNED BY ZJSI F',.ngin* eerin g I Services. I 350 S. MILLIKEN AVE., SUITE A ONTARIO, .CA 91761 PHONE: (909) 974-4150 FAX: (909) 974-4153 J FOR MD- Enterprises, 1720 E. LOCUST.STREET ONTARIO, CA 91761 PHONE: (909) 947—BARN ©(copyright) 2002 LOCATION : CHICO, CA DESCRIPTION : 40' GABLE FREESPAN TYPE OF OCCUPANCY : U-3 TYPE OF CONSTRUCTION : V—N, ONE STORY, APPR. 16'— 1 1"HIGH FLOOR AREA: 3480 FT GENERAL NOTES r THESE NOTES SHALL APPLY !!NLESS SHOWN OTHERWISE ON' PLANS: 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE, A.I. S.C. AND/OR THE LOCAL BUILDING CODE 2. DESIGN SOIL BEARING Pi;ESSURE VALUE IS 1000 PSF FOR DEAD LOAD PLUS LIVE LOAD. FOUNDATION DETAILS SHOWN ARE BASED ON MINIMUM CODE REQUIREMENTS. FOUNDATION IS SUBJECT TO APPROVAL BY LOCAL ENFORCEMENT ., AGENCY DUE TO SPECIAL' SOIL AND/OR SITE CONDITIONS PRESENT. 3. ALL DIMENSION ARE TO THE CENTER UNE OF COLUMNS/WALLS. ALL FOOTINGS SHALL REST 12 IN. MIN. BELOW NATURAL CRADE AND FINISHED GRADE, WHICHEVER IS LOWER. ALL FOOTINGS SHALL REST ON FIRM, UNDISTURBED SOIL.WHERE FROST UNCDEPTH MAY PRESENT A PROBLEM, OWNER SHALL CONSULT WITH LOCAL BUILDING DEPARTMENT FOR RECOMMENDATIONS AS TO REQUIRED DEPTH OF FOOTING. 4. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 2500 PSI 0 28 DAYS USING AT LEAST 5 SACKS OF CEMENT PER YARD AND NO MORE THAN 7 1/2 GALLONS OF WATER PER SACK OF CEMENT. 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST A.W.S. SPECIFICATIONS. CONTINUOUS INSPECTION WILL NOT BE _ REQUIRED SINCE WELDS IjWILL BE LESS THAN 5/16' SINGLE -PASS FILLET WELDS. (SEC. 1701.5 OF U.B.C. 1997 ). NO FIELD WELDING. 6. ALL STRUCTURAL STEEL MEMBERS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE ON PLAN. 7. ALL SELF-DRIWNC SCR, WS SHALL BE 7EKS• AS MANUFACTURED BY BUILDEX, OR EQUIVALENT. 1 8. NO STRUCTURAL MEMF-9 SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY DETAILED. !�. 9. MATERIALS :� ASTM DESIG.: MINIMUM YIELD (U.N. )i COLD FORMED LICHT CAGE SHAPES A570 Fy = 55. KSI ROOF AND WALL SHE01NG A446A792 Fy - 50,80 KSI STRUCTURAL STEEL PLATE A572 OR A36 Fyy = 50. KSI / ROLLED MILL SHAPES A36 Fy = 36. KSI BRACING A36 Fy = 36. KSI MACHINE BOLTS A307 Fy = 36. KSI MATERIAL OF EQUAL. OR BETTER GRADE, MAY BE SUBSTITUTED FOR MATERIALS SHOWN. 10. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE JOB SITE AS SHOWN ON THE DRAWINGS. SHOULD CON;)ITIONS EXIST WHICH ARE CONTRARY TO THOSE ON THE PLANS, NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 11. IF EXPANSIVE SOILS ARC ENCOUNTERED ON THE JOB SITE THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEOIATLY r SPECIAL NOTE THESE PLANS COOD FOV ONE TIME USE ONLY. THESE PLANS AND SPECIFICATIONS HAVE BEEN PROVIDED FOR USE BY :BRAD WOLFE CHICO, CA AND ARE TO BE USED FOR OBTAINING A BUILDING PERMIT ONLY WHEN THE MATERIALS USED TO BUILD THIS STRUCTURE AT THE LOCATION SHOWN ABOVE ARE PURCKASED FROM MD ENTERPRISES, INC. PER CONTRACT /13681 MAY 14, 2002 T TRANSFERS TO THE CUSTOMER LISTED ABOVE UNDER ANY CIRCUMSTANCES AND THIS ENGINEERING PACKAGE AND PLANS ALWAYS REMAIN THE PROPERTY OF MD ENTERPRISES, IN:. IF AN ATTEMPT IS MADE TO USE THESE PLANS FOR ANY REASON OTHER THAN SPECIFIED ABOVE, THESi PLANS WILL BE VOID AND THE ENGINEERING STAMP AND SIGNATURE WILL 6E WITHDRAWN. FURTHER, MO ENTERPRISES, INC. WILL SEEK PUNITIVE DAt`ACES EQUAL TO THE THEN CURRENT RETAIL INSTAL- LED PRICE OF PRODUCT ATTEMPTED TO BE PERMITTED BY THE UNAUTHORIZED USE OF THESE PLANS, AS WELL AS, POSSIBLE CRIMINAL CHARGES, WHEN APPLICABLE, FROM THE PERSON OR AGENCY KNOWINGLY ALLOWING ANY OF THE ABOVE MENTIONED STIPULATIONS TO BE OMITTED. THE INTENT OF MO ENT-, RPRISES, INC. AND ZJS ENGINEERING SERVICES IS TO PROSECUTE TO TrIE FULLEST EXTENT OF THE LAW ANY FRAUDULENT USE OF THESE PLANS.' LOADING INFORMATION DEAD LOAD 215 PSF LIVE LOAD 20 PSF SNOW LOAD 01 PSF WIND LOAD 80 MPH EXP. C SEISMIC ZONE: 4i 1 ��ESSIO\ 054869 P.54869 Cr 6/30/2004 09-10-2002 k CI V1\. rF OF CALIF I cv •� C Y C®w i c0W W'm\ ZG,' / w�P J P CO) m NSW o NCO`Boa a W W E W w ch= z U v C �aysoa an oEcm e+ OS -23-02 �wV AS NOTED 15070-02 C-� 1 Oi 7 SHEETS i TABLE OF CONTENT C-1 COVER SHEET S-1 FOUNDATION PLAN S-2 ROOF PLAN S -3:', -DETAILS S-4.1 SECTION/ELEVATIONS S-5 FOUNDATION DETAILS S-6 ROOF FRAMING DETAILS J` ��ESSIO\ 054869 P.54869 Cr 6/30/2004 09-10-2002 k CI V1\. rF OF CALIF I cv •� C Y C®w i c0W W'm\ ZG,' / w�P J P CO) m NSW o NCO`Boa a W W E W w ch= z U v C �aysoa an oEcm e+ OS -23-02 �wV AS NOTED 15070-02 C-� 1 Oi 7 SHEETS i h TYPE h ANCHOR SOLT 3) 5/8' 0 KB -II CARBON STEEL I 2'-9' OK U O 2'-0' DEEP i m Off EaLrALne S) 5/8' • KB -1 CARBON STEEL lv FOUNDATION PLAN ALL DIMENSIONS ARE TO CENTER LINE OF ANCHOR BOLTS. TOP OF ALL CONCRETE TO BE AT THE SAME ELEVATIONS. Q NOTE: ANY SUBSTITUTION OF ANCHORS MUST BE REVIEWED AND APPROVED BY r COUNTY OF BUTTE BEFORE INSTALLATION. FOOTING SCHEDULE TYPE I- 97E ANCHOR SOLT 3) 5/8' 0 KB -II CARBON STEEL 2'-9' OK HILTI. WC,; ICSO REPORT NO. 4927 O 2'-0' DEEP 4' MIN. EMBEDMENT Off EaLrALne S) 5/8' • KB -1 CARBON STEEL 2'-B' OIA NILTL INC.: ICBO REPORT NO. 1927 O 4 ' MW. EMBEDMENT 3"-0' DEEP OR falmok w 2 5 9' KB-! CARBON STEEL Y-9' OLA. KILTL wCa ICBO REPORT NO. 4927 O-0' DEEP EMBEDMENT 7 ' ML N. EMBEDMENT aq J. Ph TA p sft� oaf. Ty 4�. y Z a Z O Qi j v� O z ly IU+ SFS rc 8 &P Ca1E0x Mn 4QPVN0W ac-Io-zaoz 0'23-02 MMI M wv cr AS NOTED m b 15070-02 S-1 2 OF 7 SHEETS 1 85-11 s/e' C/C OF COLUMN 8 1•. 0 12'-3 3/e' 2 11'-3 3/8' 3 I3'-3 3/8. 4 11'-3 3/8' S I3'-3 3/9' 6 11'-J 3/8. 7 i1._J /e. 1._O. M 101 l MM.OH. EDGE OF ROOF OVEt.WIC M. ROOF FRAMING PLAN leg C Idw a C a9S t "W n 0 c i$ Axa a WW O x CV C T .1 0 CSW CVW W.M Z -v Y p� ` J O N_I not 1-BFiW" STEEL DECNIN4 SEE / -21 S -J a LJ W u J W osCL o _M ' w F @'ppp��� �(,�{�[Q1 AI N610M W� MV6 1s �y � 07-1I-1001 CCC A p Am�� QSSIp^,q( �.frikRM �� SERO Fy y2 Cy s 05-23-02 C.2 54869 � My .6/30/2004 09-10-2002 WA.&AS NOTED �j ` j V 1 \. �P x15070-0 qrF OF CALX0,� S-2 3 OF 7 SHEEFS NOTE: - '— ALL TRUSS WELDS TO BE 1/8" MIN. FILLET WELDS OR FULL -PENETRATION BUTT WELDS W/ BACK-UP PLATES 3 1/2' x 1/8" x I' -i PL i^— RIDGE LINE, 7YP. O TOP CHORD SPLICE I $YM• ABOUT 2'x 2•x.120 VERTICAL CHORD 2".2' x.120 DIAGONAL CHORD i 2•x2'&.12 0 BOTTOM ORD 2' x 2' x .12 O TOP CHORD 12 � 3 12 EO. EO. E0. EO. EO. EO. EO. 40'-4' t (Vmrf) 1 FREESPAN TRUSS IE0. E0. EO. - - 2' x t 3/4' x 74 G - tYP. TYPICAL"TRACK"SECTION Z. BACK-TO-BACK o A",- L TMP. ,/e 2, _ ROLL -FORMED TRACK- ,/e 2 CLOSURE PIECE TYPICAL - EO. EO. 2' x t 3/4' x 74 G - tYP. TYPICAL"TRACK"SEC, [ 1/2" 1/2' x 18 G— BALK -TO -BACK TMP. ,/e 2, TION A C� MD—WS031 1 O TYPICAL D ETAI L [ 2" x 1 3/4' x 1,4 G 1 3/4- 2' x t 3/4' x 74 G - tYP. 2' x 1 3/4' x 14 G - [ 1/2" 1/2' x 18 G— P OF ROLL -FORMED ••TRACK" _ ROLL -FORMED TRACK- ,/e 2 CLOSURE PIECE TYPICAL - (TACK WELD) SECTION, TYPICAL SECTION OR 2' CHANNEL �• _ TYPICAL SEE® { 14 G BOLT TYPICAL P 4 3/B -0 CAM — 5 Ir STEEL TUBING TYPICAL GRILLWORK MD—WS031 1 O TYPICAL D ETAI L [ 2" x 1 3/4' x 1,4 G 1 3/4- 2' x t 3/4' x 74 G - tYP. 2' x 1 3/4' x 14 G - 14 G GALV. STEEL P OF ROLL -FORMED ••TRACK" _ ROLL -FORMED TRACK- ,/e 2 ROLL -FORMED TRACK- ai SECTION TYPICAL SEE,® SECTION, TYPICAL SECTION OR 2' CHANNEL �• _ TYPICAL SEE® O PERIMETER, TYPICAL 14 G BOLT TYPICAL P 4 STANDARD WALL 5 STANDARD NDARD 8 FT. WALL MD—WO2 8 PANEL DETAIL NONE PANEL DETAIL SCALE NONE !. ' ... TYPICAL WALL PANEL - - SEE, s/1e e' rarl 14 G GALV. STEEL J/4' 48/24 C -C INTERIOR PLYWD00 r/ EXTERIOR . - L 2' x 11/2- x 74 GA 'TRACK' SECTION 28 G GALVANIZED TYPICAL SEE.® SMEETNC O E/S, TYP. Ct.UE, typlCAy "TRACK" SECTION TYPICAL •.ALV. CONNECTOR COLUMN TYPICAL O PERIMETER OF WALL 28 G GALVANIZED SHEETING O E/S. TYP. 26 G GALVANIZED SHEETNC O E/S, TYP. - 3/4' 48/24 C -C INTERIOR PLYWOOD r/ EXTERIOR Y 1/2.0 "AZIBANK" NUT SCREWS LOCATIONS O CLUE TYPICAL PER WALL PANEL J PLACES OPLATE WELD NUT TO INTERIOR OF WELDED TO INTERIOR OF COLUMN. CONNECTOR COLUMN [ 2' a 1/2' x 16 G GALV. ' STEEL CLOSURE PIECE 1 1 TYPICAL WALL SECTION MO—WS01 1161 SECTION DETAIL MD—WS02 181 WALL PANEL CONNECTION MO—WC01 19 DETAIL AT BACK—TO—BACK $C�LLE NONE FOR DIVIDER WALL $TSF. DETAIL AT CORNER SCALE,NONE • FEATURING ZINCALUME - zne/alum num hot alloy coating t[ MINI -V -BEAM I ] d� o .n,_The I h often ao to four Ues the 1.c I8e m. L of 0tondard galvanized coatings PACIFIC 0 FEDI 32" .—.go INC. - 0 Daep-Abbad profile with dean, attracti.. opp.ananc.. 1 -ger di.tnno economy (n eponnIng MINhV-BEAN SECTION PROPERTIES 14 G 0 Adoptable to alma.l cry framing -Y-tarn- WIL s+ 1+ S- i- 1 4 0 Cu.tom length. —vol.. Coug. (Ib./ft•) (Tne/ft) (in•/ft) ('n'/ft) ('n'/ft) 0 Complemantry trim and .--ad- - 0 Fni.hed color a ilabl. on aither aide. 0 Cde E Ngh-ten.11e steel poneb In 29- Crede 06 26 .96 .0966 .0715 .3 .0727 ods _ 26-9—g. xIth several tooting option. 0 2TncaWma' 0 SMKcroating .y.tem 2 1/Y 0 Pely-tar point system 0 24-18 gauge panel. evd6abla •ith: O PV,.PaiM eyat- 0 Enduroelod eooGng sWern «,Arxxr ,x.,•r - 21 ROOF PANEL DETAIL MD—RP00 22 TYPICAL ZEE PURi.IN MD—PP00 $GALE: NONE PROPERTIES DETAIN: NONE MD—WS031 1 O TYPICAL D ETAI L [ 2" x 1 3/4' x 1,4 G 1 3/4- 14 G GALV. STEEL P OF ROLL -FORMED ••TRACK" 1/8' PLATE- LATE SECTION TYPICAL SEE,® 14 G GALV STEEL 'TRACK' sEcnoN 1 1/2'0 'AZIBANK TYPICAL SEE® MD—WS031 1 O TYPICAL D ETAI L [ 2" x 1 3/4' x 1,4 G 1 3/4- .../ 1/8 V P OF 1/8' PLATE- LATE 1 1/2'0 'AZIBANK - 14 G BOLT TYPICAL P O J UCES WELD NUT AT INTERIOR OF WALL TYPICAL SLOTTED HOLE TYPICAL • AT CONNECTOR COLUMN [2'x 1 1/2'• 14G [ ATE W2.EJ•i PIL/x 16 GA_ I [ED— S? 20 CONNECTOR COLO L svLE NONE MAKE—UP DETAII 4 J/4- 48/24 C -C INTERIOR PLYWOOD w/—IERIGR GLUE. TYPICAL -26 -GALVANIZED SHEETING O E/S. TIP. I I'— 26" GALVANIZED SHEETING O E/5, TYP. SCALL' NONE CONNECTOR COLUMN ( 2- x 2- x 14 GA. SCALE NONE Im • CV 9� CC. a w o w: �w co C 0 W Q Lu Y e, J CO)� aOi ®a;W z NVQ Moa D. W w W tn �o0 a mw w z Q W F rcSS ■urea. en o® n &RIVSON w 67-„_2002 sw0 AS NOTED 15070-02 S-3 4 OF 7 SHEETS S-6 26 DA ASC ••16N1 -V -YEAH' STEEL DE=NC, TYPICAL 2 12 r— S-6 FREESPAN TRUSS SEE � 4.0 A2 STANOARO 4.6 ■ 12 STANDARD PIPE SUPPORT COLUMN PIPE SUPPORT COLUMN 40'-S 3/4' _ CROSS SECTION 26 U ASC ••BRIT -V -BEAM' ._-._ STEEL OECKNCO TYPICAL LEFT ENDWALL ELEVATION ,Yrrx .TAEL PANEL sEE 4 5 S-3 S-3 26 U ASC -YIN-V-BEAM' STEEL DECIOND, TYPICAL 3 S-6 25 U ASC ••MINI -V -BEAUTY STEEL DECKING TYPICAL 2 12 S-6 3 F— S-6 �S RE>sPµ TRUSS b PIP PIP ,12 STANDARD S_ ,12 STANDARD RPE SUPPORT COLUMN PIPE SUPPORT COLUMN i 40' -S 3/4 - CROSS SECTION. L I. 26 CA ASC ••YIN-V-8EAM- SIM DECNINC, TYPICAL @ -EE '� 4 5- RIGHT ENDWALL ELEVATION 4' .4 I 0 71rmq- 1 i o LEFT ENDWALL ELEVATION ,Yrrx .TAEL PANEL sEE 4 5 S-3 S-3 26 U ASC -YIN-V-BEAM' STEEL DECIOND, TYPICAL 3 S-6 25 U ASC ••MINI -V -BEAUTY STEEL DECKING TYPICAL 2 12 S-6 3 F— S-6 �S RE>sPµ TRUSS b PIP PIP ,12 STANDARD S_ ,12 STANDARD RPE SUPPORT COLUMN PIPE SUPPORT COLUMN i 40' -S 3/4 - CROSS SECTION. L I. 26 CA ASC ••YIN-V-8EAM- SIM DECNINC, TYPICAL @ -EE '� 4 5- RIGHT ENDWALL ELEVATION 4' .4 I i TYPICAL SIDEWAL i, ELEVATION 1 Cle-1,01 .1u AS NOTED x15070-02 S-4 5 OF 7 SNEE75 S 4 En w N � d Z 0 ��s o O4 s z cc Y u z 0 w F K rb QPCH COK M w UNOIw OD -10-2002 OS -23-02 MV crow 0n AS NOTED -- 2 i5o SHLtj NO. S-5 6 OF 7 SHEETS • -TRACK' SECTION, TIP. `. 4• x 3/8" a 4'0..12 STANDARD5/8'0 KWIK-II BOLTS PIPE SUPPORT COLUMN O PERIMETER OF WALL :. 4E 'LONG 4" EMBEDMENT (HILT, INC. CONNECTOR COLUMN -TRACK' SECTION, TYP. I.C.B.O. REPORT NO. 4627) - ryP O WALL PSL FOR ANCHOR BOLT INTERSECTION SEE,® SIZE SEE, FOOTING SCHEDULE. FOR CONNECTOR COLUMN FOR ANCHOR BOLT w( 4'0 . 12 STANDARD SIZE SEE, FOOTING SCHEDULE O PERIMETER OF WALL CONNECTION SEE,® PPE SUPPORT COLUMN - • FRONT WALL PANEL (TYP.) _ O WHERE FRONT WALL F;--kcD) e CONCRETE SLAB W _ -. WH `4 PIANS SHOW 4 .4' 1 PANEL (1YP.) .a : 0 a 4 p O e• ' CONNECTOR COLUMN d 4 ed. '� .•. TO BE CONTINUOUS FULL-HEIpfT (T19. ) CONNECTOR COLUMN TYPICAL WALL PANEL ATTACH CONNECTOR SEE.^ T COLUMN TO SUPPORT •' - TOF`=-1`F����' FULL -HEIGHT BE CONTINUOUS (M.) COLUMN r/ X14 TEKS O 32' O.C. FULL HEIGHT SEE SCHEDULE SEE SCHEDULE ( I 1/8' STEEL PL WELDED TO INTERIOR OF CONNECTOR ' (. ► COLUMN CONNECTOR COLUMN MD-FM SUPPORT COLUMN MD-FD33 3 WALL PANEL DETAIL MD-FW00 3A WALL PANEL DETAIL MD-FW01 CONNECTOR COLUMN MD-SC01 sGIE NONE �: NONE SCALE: NONE SaaE: NONE 2 AT INTERSECTION AT CORNER •4 W SUPPORT DETAIL FOUNDATION DETAIL �: NONE FOUNDATION DETAIL 3' : 3' a 13 GAOLTS AT FOOTING TYPE 2 ONLY AT FOOTING TYPE '3' ONLY 3' . 3/8' . SUPPORT COLUMN 4- EMBEDMENT 8/e'4 KWO(-0 BOLTS INC. - - 0•-8• LONG BASE Pl LC.B.O. REPORT N0. 4827) TYPIC�AL�WALL PANEL TYPICAL WALL PANEL SEE. 4 ( 2' x 1 1/2' [ 14 GA CONNECTOR COLUMN TYPICAL WALL PANEL SEE 4 ( 2' x 1 1/2' x 14 CA ®� ('ALV. CONNECTOR COLUMN S� tl'® '�' ' GALV. TYPICAL TYPICAL - i' it EXPANSION BOLT TO O O PERIMETER OF WALL \ FOUNDATION TYPICAL AT CONNECTOR COLUMN 2'x, ,/2•x,4 G. TypG LV. CONNECTOR COLUMN TYPICAL O f r PERIMETER OF WALLO #14 TEKS #14 TEKS 14 REBAR AT TYPICAL WALL PANEL ATTACH CONNECTOR COLUMN TO SUPPORT 1 1 2" : 1 ,/2' O J PLACES 1/B� z O'-2' LANG 1 1�2' . 7 1/2' . O 3 PLACES ,/8 • 0•-2' LONG e" TOP N BOTTOM . 1/8' STEEL PLATE COLUMN �/ I4 TEKS 5/6"0 NWIX-II BOLTS - AT BASE OF CONNECTOR COLUMN O 32 O.C. f� HEIGHT 1/8' STEEL PL ,WELDED TO INTERIOR OF CONNECTOR 5/8'0 KWIK-B BOLTS 4' EMBEDMENT (HILTI, INC. - I.C.B.O. REPORT NO. 4827) 4- EMBEDMENT (HILT, INC. I.C.B.O. REPORT NO. 4627) COLUMN Q1 CONNECTOR COLUMN MD -SC HOLD DOWN CLIP MD-HD00 % HOLD DOWN CLIP`. MD-HD01 8 WALL PANEL SECTION MD-FD49 F CONNECTOR COLUMN BASE MD-FBCO Sr NONE SCALE: NONE SCALE' NONE 5 6 CONNECTION AT COR ER AT SLAB EDGE CONNECTION DETAIL s6 - NONE W SUPPORT DETAIL scuE: ^ENE CONN. AT INTERSECTION I COY P. 5i )f Essl Q ` p5 80Rp Fy c c� 54869 �^ � P.6/30/2004 09-10-2002 Civil- 1V1l-OF OF- CAUfO� 4 En w N � d Z 0 ��s o O4 s z cc Y u z 0 w F K rb QPCH COK M w UNOIw OD -10-2002 OS -23-02 MV crow 0n AS NOTED -- 2 i5o SHLtj NO. S-5 6 OF 7 SHEETS TATTACH O TRUSS CONN. /() / ' _O EA f1UTE, TYP. RIOGECAP/�2 MAK.EA. 4 14 112 TFLU SCRYPI Ai 1EK5 SCREWS - EACH FLUTE. TYPICAL \ _ SIDES 024OF RIDGE c pp ppLL a9PL� LAROON OF CCIOSURE ` H � .Q Big PIECE FATFACH -M3/8(-KIO" O TRUSS 5) / ATTACH PURUN TO TRUSS BENT TOP FLANGE � LT 4 1 2- s PURLIN ANGLE ANO I. TO ADJUST FOR C114 TEKS' SCREWS SLOPE OF ROOF STEEL ROOF ,UCONNECTOR'COIUMN PICAL - DECKING. TYP. W JW/ 4'm x .12 STANDARDSET PL SEE ROOF PIAN PIPE SUPPORT COLUMN- ATTACH PURUN TO TRUSS SEE ROOF PIAN FOR PURUN 512E FOR PURUN SIZE W/PURUN ANGLE AND FOR PURLIN SIZE SEEROOF PIAN (J)114 'L'fll5' SCREWSTYPICAL c FOR PURUN 512E SEE ROOF' PLAN Ae 1 MD—TC19 2 PURUN TO TRUSS MO—PC03 3 PURUN TO TRUSS MD—PC01 4 PURLIN TO ROOF SHEETING MD—PR00 5 PURLIN TO ROOF SHEETING MD—PR01 SCALE: NONE CONNECTION DETAIL scxE NONE CONNECTION DETAIL':' NONE CONNECTION DETAIL scxa NONE CONNECTION DETAIL sole NONE STEEL PL ./(2) 112 \ TEKS SCREWS TO . ONCE O.H. OTH TOP OF FRAAYC. IS ADJUSTID 1 5/8-m STEEL TYP. m ' WI (2) #12 �. TUBE INSERT 1 2 TEKS O 24' o/c `t TF1C5 1 n STEEL \ DECK I h 4 T S/B-m STEEL TUBE INSERT ' \ TYP. I TYP. PURUN 1/2- CONDUIT PIPE O BARN CALV. STEEL t' PURUN ANGLE w/ 1 B FRE TEKS \ + SSCRiEwWSS TYP. TO i END CABLE FRAMING STEEL PL m/ - ONE /14 1EKS SCREW 1 7/8b x 14 CA CALV. CABLE END FRAMING STEEL TUBING. TYP. • I TYPICAL ;SMO—TW02 ENDWALL OVERHANG MD—OHOO $ SULE. NONE CONNECTION DETAIL SCALE: NONE :r .r ..... .. R.. C Id ' FREESPAN TRUSS SEE® � �) _ �� _ ROOF SHEETING FREESPAN TRUSS PANEL+ TYPICAL SEE e® ROOF SHEETING PANEL TYPICAL REEESP4 TRUSS • - ` 114 TEKS SCREWS STEEL ROOF DECKING. TYP. SCREWS 112 TEXEACH CONT. CALV.STEEI O EACH FLUTE, TYP, cS IS P I N (p � � 3D r� 's TATTACH O TRUSS CONN. /() / ' _O EA f1UTE, TYP. RIOGECAP/�2 MAK.EA. 4 14 112 TFLU SCRYPI Ai 1EK5 SCREWS - EACH FLUTE. TYPICAL \ _ SIDES 024OF RIDGE c pp ppLL a9PL� LAROON OF CCIOSURE ` H � .Q Big PIECE FATFACH -M3/8(-KIO" O TRUSS 5) / ATTACH PURUN TO TRUSS BENT TOP FLANGE � LT 4 1 2- s PURLIN ANGLE ANO I. TO ADJUST FOR C114 TEKS' SCREWS SLOPE OF ROOF STEEL ROOF ,UCONNECTOR'COIUMN PICAL - DECKING. TYP. W JW/ 4'm x .12 STANDARDSET PL SEE ROOF PIAN PIPE SUPPORT COLUMN- ATTACH PURUN TO TRUSS SEE ROOF PIAN FOR PURUN 512E FOR PURUN SIZE W/PURUN ANGLE AND FOR PURLIN SIZE SEEROOF PIAN (J)114 'L'fll5' SCREWSTYPICAL c FOR PURUN 512E SEE ROOF' PLAN Ae 1 MD—TC19 2 PURUN TO TRUSS MO—PC03 3 PURUN TO TRUSS MD—PC01 4 PURLIN TO ROOF SHEETING MD—PR00 5 PURLIN TO ROOF SHEETING MD—PR01 SCALE: NONE CONNECTION DETAIL scxE NONE CONNECTION DETAIL':' NONE CONNECTION DETAIL scxa NONE CONNECTION DETAIL sole NONE STEEL PL ./(2) 112 \ TEKS SCREWS TO . ONCE O.H. OTH TOP OF FRAAYC. IS ADJUSTID 1 5/8-m STEEL TYP. m ' WI (2) #12 �. TUBE INSERT 1 2 TEKS O 24' o/c `t TF1C5 1 n STEEL \ DECK I h 4 T S/B-m STEEL TUBE INSERT ' \ TYP. I TYP. PURUN 1/2- CONDUIT PIPE O BARN CALV. STEEL t' PURUN ANGLE w/ 1 B FRE TEKS \ + SSCRiEwWSS TYP. TO i END CABLE FRAMING STEEL PL m/ - ONE /14 1EKS SCREW 1 7/8b x 14 CA CALV. CABLE END FRAMING STEEL TUBING. TYP. • I TYPICAL ;SMO—TW02 ENDWALL OVERHANG MD—OHOO $ SULE. NONE CONNECTION DETAIL SCALE: NONE :r OBurt 'e, Lgo;O vo A 69 • ����FESSIp,�I U 54869 .6/30/2004 09-10-2002 CIV1�- TFOF CAL�F� C m w o mew V� C ' a^i W'— Z�< W ^ Y m. J 16M J T NSW Z VQ noa N N _J FQ W O � C7 W Z ¢QQ U m P U 0 0 Z w F W At�6 Mo: oYLOD m 05-23-02 oaw wMV m� QA1C AS NOTED 15070-02 S-6 7 OF 7 SHEETS .r OBurt 'e, Lgo;O vo A 69 • ����FESSIp,�I U 54869 .6/30/2004 09-10-2002 CIV1�- TFOF CAL�F� C m w o mew V� C ' a^i W'— Z�< W ^ Y m. J 16M J T NSW Z VQ noa N N _J FQ W O � C7 W Z ¢QQ U m P U 0 0 Z w F W At�6 Mo: oYLOD m 05-23-02 oaw wMV m� QA1C AS NOTED 15070-02 S-6 7 OF 7 SHEETS :BuidMPUVl :BUWcd `LO—h2--C, `i'l° ��n 1VAOHddV NVId EJNIUlU18 -NOISIM E NINNH16 •3n� S�NO�' ve r/� ................ _----- -- 7 ' tile` r op ir ;c AOOAL F�tr; , - , 001 1 ��. //,ob71 omnis -a(q b+god tiro sr� o�-ns wn��rC G # --a 7 000 -Loo- 06S -O-hQ *J -V Nb -7c1 1o7d $: ,4 e+ omnis -a(q b+god tiro sr� o�-ns wn��rC G # --a 7 000 -Loo- 06S -O-hQ *J -V Nb -7c1 1o7d y2+ ODOE S5,/1Y 2q� i Y CL O ' F I 191 r ELECT LhriEL 12- x ip -DOOQ jo Dx. r Loo,Q PLRa!' a a 0 2, �Lvvd LLEvq�ia.�/ StZ-T E/19in,�,�s ,PcPD�T 5 niW^oo eung G3AOHddV �iIIVHp�Il�� '6otHc) z�oz z i inr H1.lVgH IVLN3NVNOHI/IN3 r 2(Qxd DIV 7s /0-9 �ovd NA k f Lam+ 1 1p . I 1 l' ah e+al a M! '�''�I .Qs .1-7 eP m hro 1'7f/l! 09-n,9 w'���r G #407 Qoo -Lvo- abs -0-,o -#id.V t4 -7Cf 107d L'oo -abS- obo VINHOJIlvo `O0IHO zooz i inr HIIV3H IVLN3WNOHIAN3 ;bob •�ibSl008Z-5-h9 Z �nni nb!ci Gvi 9 o � ob P Ql 1I ?I-oT pL 9-,Oq U OD 4 D >�,)VE "cam �C .. L - AP # 040-S90-009-1001) ct,&ale kOo VAV -� r L o t # 7 J A� t tin 6 u_6 o i dl S ! ohl cam(% at- q,4�- 12CS��c=ro7"LIVi. 1 • iQ :eto GTe snp,x, Lf6x31 r, Poop..41�11..A_ jlo� 0 1 50' SGA,L6 ►" = 5fl' Xv� t9l. WA-ki P;�F4 c�, r JONE'5 �tl�• 5. ,�5- o ,*_res 1,00 = lnwl,�r 0-1 lb, LIAM. 7-1 . 4' rr, t,l - LP lb, LIAM. 7-1 . 4' 14. DESIGNED BY : ZJS Engineering Services Inc. 350 S. MILLIKEN AVE., SUITE A ONTARIO, CA 91761 PHONE: (909) 974-4150 FAX: (909) 974-4153 FOR : MD Enterprises, Inc. 1720 E. LOCUST STREET ONTARIO, CA 91761 PHONE: (909) 947 -BARN © (Copyright) 2002 PROJECT : BRAD WOLFE LOCATION : CHICO, CA DESCRIPTION : 12' RCA BREEZEWAY W/-. PORCH TYPE OF OCCUPANCY : U-3 TYPE OF CONSTRUCTION : V -N, ONE STORY. APPR. 15'7' HIGH FLOOR AREA: 1795 FT m GENERAL NOTES THESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON PLANS: LOADING INFORMATION TABLE OF CONTENT 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE, A.I.S.C. AND/OR THE LOCAL, BUILDING CODE 2. DESIGN SOIL BEARING PRESSURE VALUE IS 1000PSF FOR DEAD LOADPLUS LIVE LOAD, ARE BASED ON CODE (` (} p C— 1 COVER SHEET REQUIREMENTS. FOUNDATIONrISOETAJLS SUB ECTHOWAP APPROVAL BY LOCALNI ENFORCEMENT AGENCY DUE TO SPECIAL SOIL AND/OR SITE CONDITIONS PRESENT. 3. ALL DIMENSION ARE TO THE CENTER LINE OF COLUMNS/WALLS. PSF ALL FOOTINGS SHALLIN.NATAND URAL GRADE S-1 FOUNDATION PLAN GRADE. WHICHEVER OWER. ALL FOOTINGS SHALL REST FIRM, UNDISTURBED SOIL'WHERE FROST UNE.DEPTH,MAY PRESENT A PROBLEM, OWNER SHALL CONSULT 54869 WITH LOCAL BUILDING DEPARTMENT FOR RECOMMENDATIONS AS TO REQUIRED DEPTH OF PSF FOOTING. P.6/30/2004 WIND LOAD 80 S-2 ROOF PLAN 4. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 2500 PSI ® 28 DAYS USING 04-15-2002 AT LEAST 5 SACKS OF CEMENT PER YARD AND NO MORE THAN 7 1/2 GALLONS OF WATER PER SACK OF CEMENT. 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH S-3 DETAILS THE LATEST AW.S. SPECIFICATIONS. CONTINUOUS INSPECTION WILL NOT BE REQUIRED SINCE WELDS 'WiLL BE LESS THAN 5/16' SINGLE -PASS FILLET WELDS. (SEC. 1701.5 OF U.B.C. 1997 ). NO FIELD WELDING. 6. ALL STRUCTURAL STEEL MEMBERS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE S-4 SECTION/ELEVATIONS ON PLAN. 7. ALL SELF -DRILLING SCREWS SHALL BE 'TEKS' AS MANUFACTURED BY BUILDEX, ~ OR EQUIVALENT. S-5 FOUNDATION DETAILS B. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY DETAILED. 9. MATERIALS : ASTM DESIG.: MINIMUM YIELD (U.N. ): S-6 R00F FRAMING DETAILS COLD FORMED LIGHT CAGE SHAPES A570 Fy = 55. KSI ROOF AND WALL SHEETING A446A792 Fy a 50,80 KSI STRUCTURAL STEEL PLATE A572 OR A36 Fy = 50. KSI ROLLED MILL SHAPES A36 Fy = 36. NSI BRACING A36 Fy - 36. KSI MACHINE BOLTS A307 Fy = 36. KSI MATERIAL OF EQUAL, OR BETTER GRADE. MAY BE SUBSTITUTED FOR MATERIALS SHOWN. 10. THE CONTRACTOR Sid'•:.`.: VERIFY ALL CONDITIONS AT THE JOB SITE AS SHOWN ON THE DRAWINGS. SHOULD 'COIJDTSGNS EXIST WHICH ARE CONTRARY TO THOSE ON THE PLANS. NOTIFY THE FNGIMEER BEFORE PROCEEDING WITH THE WORK. 11. IF EXPANSIVE SOILS AR% ENCOUNTERED ON THE JOB SITE THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATLY SPECIAL NOTE : THESE PLANS GOOD FOR ONE TIME USE ONLY THESE PLANS AND SPECIFICATIONS HAVE BEEN PROVIDED FOR USE BY : BRAD WOLFE : ?".CO, CA AND ARE TO BE USED FOR OBTAINING A BUILDING PERMIT ONLY WHEN THE MATERIALS USED TO BUILD THIS STRUCTURE AT THE LOCATION SHOWN ABOVE ARE PURCHASED FROM MD ENTERPRISES, INC. PER CONTRACT /15385 APRIL 2. 2002 TRANSFERS TO THE CUSTOMER LISTED ABOVE UNDER ANY CIRCUMSTANCES AND THIS ENGINEERING PACKAGE AND PLANS ALWAYS REMAIN THE PROPERTY OF MD ENTERPRISES, INC. IF AN ATTEMPT IS SSA':: 10 USE THESE PLANS FOR ANY REASON OTHER THAN SPECIFIED ABOVE, THESE MANS WILL BE VOID AND THE ENGINEERING STAMP AND SIGNATURE WILL BE WITHDRAWN. FURTHER, MD ENTERPRISES, INC. WILL SEEK PUNITIVE DAMAGES EQUAL TO THE THEN CURRENT RETAIL INSTAL- LED. PRICE OF PRODUCT A:FTEMPTED TO BE PERMITTED BY THE UNAUTHORIZED USE OF THESE PLANS, AS WELL AS. POSSIBLE CRIMINAL CHARGES, WHEN APPLICABLE. FROM THE PERSON OR AGENCY KNOWINGLY ALLOWING ANY OF THE ABOVE MENTIONED STIPU!?TIONS TO BE OMITTED. THE INTENT OF MD ENTERPRISES, INC. AND ZJS ENGINEERING SERVICES IS TO PROSECUTE TO THE FULLEST EXTENT OF THE LAW ANY FRAUDULENT USE OF THESE PLANS. , II L 0+-09• �...� AS NOTED do 14890-0 r " C-1 r "OLD LOADING INFORMATION 4 P DEAD LOAD 2.5 PSF LIVE LOAD 20 PSF 54869 SNOW LOAD 0 PSF P.6/30/2004 WIND LOAD 80 MPH EXP. C 04-15-2002 SEISMIC ZONE: 4 CIVIC- �a\P F Or CA1.1F0/ II L 0+-09• �...� AS NOTED do 14890-0 r " C-1 r _Ct V'� O 0 9 ' z7 O ' >Qz I r �+ d 9 ola o -3 a sg o o Boz 00��..I m •�_ ''7v a = o 3 €z 6 $zP:m 0 NO 30 T A $eQ_ 0 C- m Mo Cm 3m em �r N _Ct V'� O O O I a sg o o z •�_ ''7v 0 = o 3 z '. 6 $zP:m 0 m $eQ_ 0 C- em o� 0 I .1 'I �s � � � rnwtcl: �° �A0'M01 ZJS Engineering , MD Enterprises, Inc U) 0 ; �3 Q 12' GABLE BREEZEWAY W/ PORC:i Services, 1710 L LOCV51 SIR WIMO, G 01701 0 o i LounoN: cKICO. a inc.V v1anE: (009) 907-auw nnE: 350 S. MILLIKEN AVENUE © (Copy(ight) 2002 FOUNDATION PIAN ONTARIO, CA 9176, w at oo"W M -116 OIK AD ro F KW W199 m9W61 V= PHONE: (909) 974-4150 FAX: (909) 974-4151 ra w a6OM u M W 1RM m A rr * a v>m ar r 9c oa1ml ru 79w96 aor d Be Ara n 9cr r[ rn N c 6 � 3 1 = N n N ' n 36•-5 3/4' C/C OF COLUMN U 2'-0' 12'-3 3/8. B i1' -N- C 12',3 3/8- p•_o- AWON. 1ux.oN. a CABLE END CABLE END o • I I 2092 ■ I4 Gil 1 y. 1 CA81E ENO CABLE END 01181E END I I 1 I N I I I 11 rJl I 1 I I S 1 � " u AD 1 TRUSS 1 TR 2 1 I H I N � I 1 I 1 TRUSS 6XEt 1 Tittrss 2TRUSS 1 I _ _ _ I t A I I I 4 m } I ( 1 CABLE ENO I CARIE ETI. to PROJECT: BRM WOLFE ZJS 'EngineeringMMD Enterprises, Inc12' RG BREEZEWAY W/ PORCH CUST scornONIM10. CA 91761 LOCATION: CHICO. CA Serv,Ce$' inC• PHONE. (1720 E. LO9091 9*7-OWNRILE: 350 S. MILLIKEN AVENUE(Copyright) 2002 ROOF PLAN ONTARIO. CA 917111o om„ m„9m PHONE: (909) 974-4150 FAX: (909) 974-4153 ar d 1Nt 0rnaa N0 mmlss aow d a nna n 9Er rr Too NOTE: ALL TRUSS WELDS TO BE 1/8' MIN. FILLET WELDS OR FULL -PENETRATION y . t 3/4' . 14 G BUTT WEIRS W/ BACK -lin PLATES O TOP CHORD SEE® .• .S CL,w. ABOUT Z'• t }/4' . 14 G 2' 1 3/4• 14 G e _ O TOP CHORD SEE® O VERTICAL CHORD SEE. E0. Ea. E0. 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TYPIC/1L FEW OO TvP. \ / \ / \ / ^ \ I e-05ff7—�R_,TN—OE— m � o / \ / \STEEL - TYP 1 3/8'0 GLV. 1/e TUBING TYPICAL GRILLWORK I SHEETING OV E/S. IYP. B'-0" O 8 T. PANEL ^ 3/4' t 14 GA` 7TTACK- TPICAI t/e a' . 1 3/4' -FORMED TY'P,GL . 14 G TRACK - FT. PANEL. 2' Y 1 ROLL -FORCED SECTION. a' Y ROLL SECTION. til 3 STANDARD FRONT WALL PANEL DETAIL MD—W00 4 STANDARD WALL PANEL DETAIL SCALE: MD—COOT 5 STANDARD LONESiAR WALL PANEL DETAIL MD—WO3 8 TYPICAL WALL SECTION DETAIL AT GRILLWORK MD—WS03 1 0 TYPICAL WALL SECTION DETAIL AT PERIMETER MD—WS00 scuE: '�"E N � NONE srvE NONE st.LLe NONE ' T1'PrAL WALL PANEL SEE. ®� ( Z' . , 3/4' • 14 G CONNECTOR � COLUMN [ 2" 2" 14 G s/1e Y �K 14 G GLV. STEEL 'TRACK' SECTION 28 G GALVANIZE TYPICAL SEL® SNEE'RNC O E/S, TW. 3/4' 48/2,4 C -C INTERIOR PLYWOOD / EXTERIOR CLUE. TYPICAL l 2' . 1 1/2" 14 G /Ir GLV. CONNECTOR COLUMN J�L ••TRAGI(•• SECTION TYPICAL / TYPIC O PERIMETER OF WALL / t 3/4' 14 G TYP. 1/e 1/B' PLATE . 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( 2" Y 1 1/2' . 14 G COVER [2'. _ PLATE 1/2*. 16G 1 1 TYPICAL WALL SECTION DETAIL AT BACK—TO—BACK MD—WS01 1 6 SECTION DETAIL I FOR DIVIDER WALL sGLE MD—WS02 181DETAIL WALL PANEL CONNECTION AT CORNER MD—WC01 191 ROLL—FORMED COLUMN DETAIL MD—RF00 20 CONNECTOR COLUMN MAKE—UP DETAIL MD—CWOO SGiE: NONE s�Jde: NONE scME NONE ",•`I FEATURING ZINCALUME as s. - Th. i f4Wominum Not -dip a= cootie MINI V BEAM Whbh off.n up to f.u, u— of Na AC /� of .tand6rd gaMO,a4d eeatinga PACIFIC 0F -Al 32• cay.roq. INC. Q Deep-01bbed prollle with d.on. attractive aDWeronc.. Q Offps ...Ham ......V in .pannl lonAd-ger di.tone... w1Nl-V-8EAU SECTION PROPERTIES Q C.Aor 1 b almoel bl. Irominq ry.tdnr. WL S. I♦ S- Q Cu.tam ,englb availaW.. Gouge (Loa/R') (:n /R) (in'/Tt) ('n /ft) � ,'/R) Q Compl.mdntry Uim and aa�O.. 1— Q {Tnf.n.d Cab, .vaiaol. an either .ia.. 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Sg 3 4 5 S-3 5-3 S-3 I 12•-3 3/8• I tt•_tt• I ,2•-3 3/8• IIF RIGHT EN"'iii"DWALL ELEVATION Ru MNOM TRW= NEAR SIDEWALL ELEVATION REAR SIDEWALL ELEVATION QE�F�ONq �ti,� OS BOipO � C 0 ``e54869 /2004 RU1LDING DEPA .*64-15-2002 C1V1L �i ' F FOr CA1.%IcK r.3•.13CA SUPPORT cOLU1a 2• . 2• ■ .12 2• . 2• ..12 SUPPORT CODUNN r , 3• . 13 SUPPORT COLU1W SUPPORT COWNN 12•-3 3/B' 1,•_tt• 1Y-3 3/8• LEFT ENDWALL ELEVATION 1U11 PANEL . vm--- E 2e CA. ASC i1N-v-BFAN• 2 STEEL DEOONC. T1'PMAL 12 �3 TMM UALL PM M. Sg 3 4 5 S-3 5-3 S-3 I 12•-3 3/8• I tt•_tt• I ,2•-3 3/8• IIF RIGHT EN"'iii"DWALL ELEVATION Ru MNOM TRW= NEAR SIDEWALL ELEVATION REAR SIDEWALL ELEVATION QE�F�ONq �ti,� OS BOipO � C 0 ``e54869 /2004 RU1LDING DEPA .*64-15-2002 C1V1L �i ' F FOr CA1.%IcK "TRACK' SECTION. IMP. O PERIMETER Of WALL 1 t/2 /z' 2 1/2' ,�s 1yp. lip ,� NV CONNECTOR COLUMN M, E WALL PANEL INTERSECTION SEE. _ FOR ANCHOR BOLT ///—SIZE S�E.,E� FOOTPIC ONNEEC CONNECTIONOR SEE.® SEE. W• PANFL -TRACK" SECTION. TTP. O PERIMETER OF WALL Z' A 2' [ 12 ORC ]' ]' . 13 CA.---'-,, , 1 2' Y SUPPORT COLUMN7/16 e aai a / I 4 N y 12' 12' FRONT WALL PANEL (TMP.) FRONT WALL 2' a 3/8' [ O'-8' OR ♦ ♦ 3' . 3/8' . O'-9' PL ./ (2) S/B'A 1(WIK-11 BOLTS EARR D. •• MW. (MILT. INC. =^ 8E `�u .•. Ygs L CON PILANS SHOW WN • e • „ PANEL (TYP.) I.C.B.O. /•827) 4CONCRETE SLAB WHER Ef h 11 Qs r ix OO f4 : o a PIANS SNOW 41C jS' O .V. � a • .a '^ CONNECTOR COLUMN To BE COMMUOUSA FULL=NEIOM p.) y� 4'E (r CONNECTOR COLUMN v� SEE SCHEDULE - TO BE CONTINUOUS iULL-NOCNT (TMP.) ' NON—STRUCTURAL CURB SEE SCHEDULE CONNECTOR COLUMN MD—FD02 2 WALL PANEL W CURB MD—FDOS 3 WALL PANEL DETAIL MD—FW00 3A WALL PANEL DETAIL MD—FW01 4 SUPPORT COLUMN MD—FD54 NONE sauE scue NONE sR.uE NONE SCALE.' NONE FOUNDATION DETAIL FOUNDATION DETAIL AT INTERSECTION AT CORNER FOUNDATION DETAIL MEM C EXPANSION BOLT TO--, FOUNDATION TYPICAL AT { "'- c CONNECTOR COLUMNTyp TA 1/8 CAW. CONNECTOR COLUMN TYPICAL - VO co ' W CvQ o UJ Y y R/8' STEEL PTE A4 BASE Of CONNECTOR J•+ /A In COLUMN m Z _. �� not F CONNECTOR COLUMN BASE MD—FBCO ` CONNECTION DETAIL NONE x u: • d N J F- laJ � 0 .. 2 ggC O z u la_ c arAcn art o¢m w QRpfESSIO� °5 BORo� Fy t '-7--�• 1 Ey1 54869 rn Os-09-02 v { ai P.6/30/2004 1 ,0�4-15-2002 * tD p NOTED x14890-0 0As V9 Cl V � � �FOr CALIF°� S-5 8 OF 7 SHEETS E V c lea �I4 N fix CL99 a.» o all C §; -a8 Lu'; o : ^ gv' A• Im O CV am c o M a o� w c /c ® W � VI Z S9 W C Q O W'� WG Y. ww U) ® N NVQ no. 2 — MV PQiD M - lrwa AS NOTED S-6- 7 W 7 SHEET - UPPER ROOF SHEETING PANEL TYPICAL - 12 TEKS SCREWS Ar _ ' OMOER ALKWAr TRUSSN RV1E TYPICAL 1 SEE 4RDW SHEETING ® ROOF SHEETING STEEL ROOF P'W= TYPICAL PANEL, TYPMAT TRI155 ROW SHEE*Ar FOR TRUSS ATTACHMENT 'SEE(& PANEL TYPICAL BREEZEWAY TRUSS SEE 2 -DECNWG, TYP. ,14 MIS WSEACHFLUTE,rFOR _ SEE®i SIM. TRU55 O EA FLUTE, HTFLUTES TY'PHCAIT 02 TENS SCRE CONNECTION OFFLUTE R FLASHING rSEE® ATTACH TRUSS TOFOUR �PLAE CONNECTOR COLUMN RCA WINDOW TRUSS 52W/ (5) j1{ •TEK5' ATTACH PURLIN TO TRUSS W/ R1RUN ANGLE AND LOWER ROOF SHEETING BENT TOP FLANGE TO ADJUST FOR ATTACH PURLIN TO CONNECTOR SCR EW5 3() il{ 'TEKS' SCREWS TYPICAL PµEL �'PICAL FOR'TRUSS ATTILNYENT SLOPE OF ROOF COLUMN • (3) /1{ TEALS SCREWS. TYPICAL EACH END OFSEEI�fiAY. EACH PURLJN (SPUCE PURUNS ®TFOR PURLIN SIZE W/ UUN ANGLO AN SS DIANEO FO PURUN CONNECTOR COLUMN TYPICAL) _ WALL El FOR PURLIN SEE ROOF PIAN T' .SEE ROOF PIAN (3) 014,TEKS' SCREWS TYPICAL STYPI CONTINUATION OF _ CONNECTOR COLUMN TYPICAL OMDER/wALNWAr 1 111 CONTINUA710n OF SEE© CONNECTOR COWMN ® TYPICALI DIVIDER WALKWAY TRUSS MD—TCDD 2 PURLIN TO TRUSS MD—PC00 3 RAISED CENTER AISLE MD—TC41 PURLIN TO TRUSS MD—PC01 PURLIN TO ROOF SHEETING MD—PROD DETAIL scut NONE CONNECTION DETAIL scALE NanE TRUSS CONNECTION NONE 4 5 CONNECTION DETAIL SCRIP: CONNECTION DETAIL SCALE NONE CONNECTION DETAIL SCALE None ' Ft../(2) /12 ! T° -KS "_LENS i03/4• -C. 2a-3/{.1{ CA e 2.1-3/{.f{ G ONCE OH.D.C.IDTH 1S ADJUSTED 1 5/8"e STEEL DJ - TOP W FRAM TIP. r O 18" O WINDOW STEEL TUBE ttP, O TOP CHORD O TOP CHORD ATTACH .T TUBE INSERT (2) /12 TEALS. TMP. #12 TE1(S O 2{' o/C FLASHING TRUSS Y 2. COW. GALV.STEEL O12TEKS EACH FLV�TE. TYP. EWS- S.M.S.�024;CVc MAN.FA / .. + DECK _ _ a/{• ROW -EK• r0 L�'ERI OTHER FllJ1E \ I 1/e /e A e SIDE OF R, — 1' 'TER" SCREW TYP. 1 D 1 S/8". STEEL O 12" O.C. ' 2 TUBE INSERT 5 lYP TYP, STEEL ROOF vIILT, j - TTP. PURUN - SEE ROOF PLAN DECKING. TYP. 1/2' CONDUIT PIPE ij O DARN _ 2.1-3 4.14 G / FOR PURLIN SIZE ' B CALV. STEEL N ANGLE ./ PU-XI �J) i{ TEALS LOWER ROOF _ _ I ' PRONDE HOLES 11/2' TYP. TO PANEL TYP. 1 2 - FOR (S) If 14 — TEAL -END CABLE SCREWS, TYPICAL - FRAMWO 1/2 1' 1 2' z.1-3/{:1{ G STEEL 14 �// ONE �1{ TE1t5 SCREW ? '1 I I PL 2 . 1/4 . 0'-6' TYP. O BOTH ENDS Y" TMP- O BOTTOM 1 CHORD ® CABLEEND FRAY WD 7/8"{ . 1{ G GALV. STEEL TUBING TYP. _ 3 CONNECTOR COLUMN. TYP. x SECTION OETAII OF TRUSS . EVERY FLUTE PURLIN LIN TO ROOF SHEETING MD—PR01 7 DIVIDER WALKWAY TRUSS MD—TW00 8 ENDWALL OVERHANG MD—OH00 g RAISED CENTER AISLE MD—FL00 _ TRUSS SECTION MD—TSOO SCALE: NONE ST. c• NONE SCALE: NONE SCALE NONE sr.,r. 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