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040-400-072
a - h F PORTA STORAGE (Dive Stephens) 3`15 Southgate LAne, Chico O '001/OO ontr: Crermit#1988-86E(power Diversified -Ele- Contr - i11 pole) • { 1t 40-40-72 390-90B91P, ,M 1 l McAMIS;,J.•E. Q 31.x} Southgate --Lane,, Chico (new office/warehouse)' - �'I /4 ' 040-40-0-072-----7,-- - -93=995 ,BYEM k MCAMIS, JOHN' 3145 SOUTHGATE LN, CHICO CONTR: DJ DAILEY � - NEW.OFFICE UNDER METAL STRUCTURE_ -072 PERMIT#9 STOTT SOU DV NG.,,. 3145.Southga n., co New.,CO gm, . RMS I 1 I .. rte. .,-• G'i CSI � O �� �� G'i CSI � O �� COUNTY OF BUTTE ; DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE < OROVILLE, CALIFORNIA - 5384541 CERTIFICATE40 FOCCU PAN CY 3 J This building has been constructed'and complefed{in accbrd'ance with the requirements of the Uniform BuildingCode"rrnaerype`.rrrii't inumber 93_995 for tFie following: Use Classification, Offices and Repair,,_Gafage,,h'. Address or Location 3145 Southgate Lane, Chico Group B -1/B-2 occupancy; Type VN construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works. A Date August 6, 1993 by G ., POST IN A CONSPICUOUS PLACE (Over) } NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. COUNTY 0F_ BUTTE Oroville, California GENERAL CLAIM CLAIMANT: STOTT OUTDOOR ADVERTISING ADDRESS: PO BOX 7209 CITY & STATE: CHICO, CA 95927-7209 - DATE OF CLAIM: 6/29/98 SUBMIT CLAIM TO DEPARTMENT RECF1V1N[; rnnnc no cce IMPORTANT.• SEE INSTRUCTIONS DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED NOT,TO BUILD. • (A.P. #040-400.-072, B -P.. #98-0757, RECEIPT #236358, DATED 4/27/98, OWNER: STOTT OUTDOOR.). TOTAL AMOUNT PAID........................:..........:$510.95' RETAIN REFUND PROCESSING FEE....::......$ 25:00 ... RETAIN PLAN CHECKING FEE................$I76.45 -TOTAL AMOUNT TO BE RETAINED .............. .......$221:45" TOTAL AMOUNT TO BE REFUNDED ......................$289.50 TOTAL $289. 50 the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this `t1_- day o , 1 0!5� at _ (� 1�` Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or a p ied ove have been performed or delivered and that there is a Budget Appropriation I I or Specific Board Approval [ I (Check one) folthe a Dated this 13TH day of JULY , 1998' OROVILLEat Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 42100 PAYABLE FROM FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. 'INV. NO. INV. DATE ENCUMB. GROSS AMT. r REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL #: RECEIPT NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) ( ) Building Permit Fees _ ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail.plans to me at above address. • �` �4. � ( ) Please dispose of plans. SIGNATURE DATE FOR BUILDING DIVISION USE: C l'- Receipt Information: Number: -3 Date: a 9 Issued To: C v- (% - Amount: --/ Fees R tained: rocessing Fee: Bldg Filing Fee: Plbg Filing Fee Elec Filing Fee Mech Filing Fee Energy P/C Fee: Plan Check Fee: Inspection Fee SRA Fee: Total Amount Retained TOTAL REFUND DUE $ 4S- STOTT OUTDOOR ADVERTISING. P.O. Box 7209 Chico, CA 95927-7209 • . Phone (530) 342-3235 July 9, 1998 Butte County Building Division- 7 County Center Drive Oroville CA 95965 Dear Sir or Madam: Included please find the general claim form signed by me,. Your consideration is appreciated. a , ec anager' JM:rcc Enclosure �V� JUL 10 1998. BUTTE COUNTY BUILDING DIVISION a • i��O ADVERTISING P.O. Box 7209, • Chico, CA 95927-7209, • Phone 15301.342-3235 June 17, 1998 Mr. George Kellogg Butte: County Building Division 7 County Center Drive Oroville CA 95965 RE: Outdoor Advertising Sign A.P. #00=40.0-072 Permit #98-9757 Dear George: I am writing to advise you that, due to the high,,costs in protecting the existing building.,,foundation from our sign footing excavation, we have chosen not to proceed with the above referenced project. Please refund any portion of our initial.$510.95 fee that, per your policy, is refundable. Thank you for your consideration. JM:rcc K COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Califarnia 95965 - Telephone (916) 538-7541 n PERMIT_ O. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-400-072 —— 20NIN0 M-2 BUILDING PERMIT OWNER TELEPHONE 342-3235 SQ. FT. OCC. BUILDING VALUATION VAL 27,400.00 OWNER'S MAILING ADDRESS PO RON 790Q CHTCO CA- 95927 CONTRACTOR'S NAME STOTT OUTDOOR TELEPHONE ' 342-3235 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS ' Total Valuation $ 27 400.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 176.45 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 467.95 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 15� Other ADVERTISING SIGN 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: CONSTRUCT AN ADVERTISING SIGHN WITH 2 BACK TO BACK ILLUMINATED SIGN FACES Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPATUS License Class LIC. No. OWNER -BUILDER DECLARATION 1 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 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( SO : NON -R SPONEWT CTI OCUTLET @7.50 d SINGLE R AOUTLETPARC. Ex. Occup. OUTLET OR FIXTURES 20 Q 1'00 SAL p .so Ex. Occup.°UTTLEED A RES%.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c m ensati n Insurance carrier anA policy number are: Carrier c', 11 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number W C ( 163-115055 - 0IB (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 y P p 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 �'1—Z� �q � Signa ure of Applicant - ❑ Owner ❑ Contractor -g Agent 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 $ o°° c°iir.�PE � . TOTAL FEE $ 510.95 FES IMPS. FLOOD CDF — PAR PD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. _ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT :t- . .,+",y"^fit, � .yt.�,It`,�s„+'+f . K ."M'i�•i!'rii -ryrN� � .iiYr t'" it COUNTY OF BUTTE'- DEPARTMENTO,DELOPMENT SERVICES - BUILDING DIVISION J. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFGORNIA5965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: S+6-t't' QLA+db6r. HdV• ASSESSOR PARCEL ER 0(40- z400'0_4a Proposed Building Use: cyb. Building Inspector: U& Date: 4 ',2_7 -99 At time of permit application, Fwas advised the following data must be submitted prior to permit processing and/or issuance: r' Date Received By 111. All items have been submitted ------------------------------------ ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!--------- 116. -------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- 0 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form. -------------------------------=------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $ ---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. -------------- ----------------------------------------- - ❑ 12. California Department of Forestry plan approval/fees. '3 - Flood elevation certificate. --------------------------------------------- �j 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 1 lot plan and business license approval from the City of Biggs. ---- - ----- .%,IeP �lanning approval for (A) Use: (B) Parking: R� 8 _ Contact Land Development about ❑ Improvements, ❑ Drainage, Kegal Parcel 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on °❑2�tractor's license information. (Number, Name Style, Classification). orkers' Compensation carrier and policy number. ----------------------- .023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. ------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. ---------------------------------- 1127. -------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. Other: ,,,,When you issue the permit, process as follows ❑ Mail to owner, ❑ Telephone and hold for pickup at to. contractor. L office. ❑ Deliver with inspector. (Date) App licant:u1 /V m_� Date:' -A- Z-1 —9q Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: I -g 1 19,' , r�G. L R Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division hr "WNIER.,;BUILL Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[] NO[ ]. 2 I HAVEV] HAVE NOT[ ] signed an application for a building permit for the 3. proposed work I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CM: 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: NAl1ff ADDRESS PHONE TYPE OF WORK SIGNED: (,Y,PROPERTY OWNER: 00—� SOCIAL SECURITY NUMBER: q,,DATE: Li - 2.1 - 9 � NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 191) i 2.26 Brian Daubert Stott Outdoor Advertising P.O. Box 7209 Chico, CA 95927 Re: Outdoor Advertising Sign A. P. No. 040-400 072 With reference to the above subject, attached is: [x] Plan Check List BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 53EI-2140 [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other: - Special Inspection Policy Sheet Action Required: Date: 5/12/98 Permit -#98-0757 [x] Comply with plan check list [x] Resubmit Plans as necessary [ ] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, George R. Kellogg Plan Check Engineer cc: Jeffrey A. Chapman RL Ventures, Inc. 9162 W. Cactus, Suite B Pearla, AZ 85381 PLAN CHECK LIST Permit Applicant: Stott Outdoor Advertising Permit #9870757 Date: 5/12/98 s1.7dY® i Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Verify that site foundation material is class 3 or better (per Table 18-1-A of the UBC) asassulned in the structural engineering calculations. Obtain project approval from Butte County Health Department (need to avoid existing disposal systems) and ent a '�t'g'ire'aez�t 3. Provide special inspection per the attached Special Inspection Policy Sheet. The Butte County Building Division's approval of the special inspector is required prior to the building permit being issued. �., r7c) 4. Add the following to the plot plan submitted: 4.1) Label -sign. 4.2) Show footing and clearance to the existing building footing and nearest property line. 4.3) Include site address 5. Indicate how existing building foundation and property line area will be protected from sign footing excavation. lrd SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5.. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [x]High Strength Bolting k]Welding [ ]Bolts installed in Concrete [ ]Other: June 1996 4.0 COMMERCIA PLAN CHECKING GUID!0(1994) U.B.C. OWNER: SI-0-00—paoP, kDO ji5,►.J'(oBUII.,DING PERMIT NUMBER: PLAN CHECKER: 6P Y Z---- A.P. NUMBER: 't 0 --" 4 U - 7 Z A. GENERAL: ,,1! Zoning requirements, Planning approval. /l' Valuation. A, Plans signed by an engineer or architect. -4� Proper description of work on application. Existing violations on property. e-5—' Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). / B.) PL OT — Improvements or drainage, Land Development approval. PLAN, # -D ( L A-695�. F i�� Complete parcel size and dimensions. -2! Setbacks, sideyards, easements, etc. 13- Other buildings or structures. A- Grading, fills, drainage. ,5- Flood hazard. b--, Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. F.A.U. & F.A.S. road set back. Building or utilities across lot lines (Lot Merger). C. OCCUPANCY REQUIREMENTS. ra Building use: Occupancy Group Building floor area: Type of Construction: 11-0 OccupantLoad: Basic allowable floor area: l sq: "ft. . Total allowable floor area: Basis for increase: I . Compliance with specific occupancy requirement. 2. Occupancy separations (Section 302). Area separations (Section 504.6). m. Firewalls due to location on property (Section 503). 5. Maximum height requirements (Section 506). (. Draft stops (Section 1505). 9. Ventilation and special hazards requirements (Section 3). $. Automatic fire sprinkler system (Section 904). 9. Fire alarm systems (Section 310.10). 10. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). Ll. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. 12. Smoke detection system. C.D.F. or State Fire Marshal plan review. (j Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). 15. Physical Disability Requirements (Title 24). 16. Wholesale Food Manufacturing (Plans to state DHS/FDB). TYPE OF CONSTRUCTION REQUIREMENTS. I . Roof covering requirements (Section 1503). 2-. Parapet walls (Section 709.4). 13. Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). June 1997 3.4 5. Detailed types 0nstruction requirements. 6. Proper roof pitch for roof covering (Section 1507 &• 1508). 7. Attic access and ventilation (Section 1505). S. Roof drainage (Section 1506). 9. Skylights Section (2409 & 2603). 'i 0. Stages and platforms (Section 405). 11. Interior wall and ceiling finish (Section 801). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 1�. Wall and ceiling covering installation (Section 2500). 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: 4. General Exit Requirements (Section 1001.4 & 1006.3). 2. Number of exits, width and locations (Section 1003). 3. Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). ' 5. Stairways, rise and run, width, winders, and construction (Section 1006). 6. Horizontal exit (Section 1008). 7. Exit and smoke proof enclosures (Section 1009). 8. Exit signs and illuminations (Section 1013). P. Aisles and seating (Section 1014 & 1015). 10. Exits for occupancy groups (Sections 1016 - 1019). 11. Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEOUS REQUIREMENTS: X' Masonry chimney (Section 3102). Veneer (Section 1403). 8S ecial Inspection per U.B.C. Section 1701). , a. High Strength Bolting. b. Field Welding. �. Masonry (full stress). Concrete (f c>2500psi). 4. Special Certifications - Mill Certificates. Expansive soil - Special design. Cut/Fill slopes, compaction tests, grading. Ajxda ;)r- 50E� f/e, A?q-( U N S Noise requirements (Planning, Appendix Section 1208). Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: 2 L For Inspection Jacket: Flood Hazard/Elevation Certificate SKA Requirements _jZSpecial Inspection Requirements Automatic Fire Sprinklers rVX 1.S J I NC June 1997 3.5 C PROJECT PROCESSING RECORD APPLICANT:] j� (j (D�`�L_ l Co ►-� OWNER: PERMIT #: v — O 7S A. P. #: I'tG - Lt O - -Z- WORK WORK DESCRIPTION: Qu is. i a G DATE DESCRIPTION OF STEP aLentuie's, InG 9182 W- conn:. sults 8 - a.onio. u 85381 COVER SHEET SIZE OF SIGN: X 4''8 HAGL: �' 0 WIND LOAD: W s ALLOWABLE SOIL PRESSURE: 2000 �St; STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG (col. lo;c. ) ✓ FULL FLAG (col. loc. ) -EXTENDED FLAG (col. loc. ) OFFSET V -BUILD ANGLE OR FEET (MAX'. OPENING) V BACK TO BACK 9R - 5 41G6& -FA E I FOOTING DESIGN: ROUND Cy-y`�-� V SQUARE 5 SPREAD No. 41284 SPECIAL CONDITIONS: �HAR 3 1 .egg `ate ATF OF CA.0 � APR 1 TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS -1 HEAD DESIGN - - - - - - - - - - - - - - - - - - H_ I TI+R-,j S- HEADDESIGN------------------H-ITI+R-,j H -d - TORSION DESIGN - - - - - - - - - - - - - - - - T -I TI.1UJ 1 ='�, COLUMN DESIGN - - - - - - - - - - - - - - - - - C_ I FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - - - M-1 CI REFERENCE CRITERIA SPECIFICATION Joe TITLE 14- k-4-5 '1=;: JOB N0. SHT GS- 1 OF CALCULATED BY S L DATE 3 4 b CHECKED BY DATE SCALE CODE. I Cl Cl d- V 1'S C�- STEEL- ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A -53B, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE *N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE 2-000 PSI SEE SOIL REPORT OF UBC TABLE NO. 15-1 -A 1 `O' fly L„0 r.! r ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE "/A .'--PSF/FT SEE SOIL REPORT OR UBC TABLE NO. I e> - I -A DESIGN LOADING 2j �* WIND = 30 PSF F� =J1 �b LIVE = FRONT CATWALK =22406 OR (4) 200# MEN. AT ANY POINT REAR CATWALK 120 P`SF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. (75/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND .VELOCITY 70 75 80 90 100 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 30 1.23 21.7 25.0 28.2 35.8 44.1 53.4 ' 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 252 29.0- 32.8 41.6 512 62.0 80 1.53 27.0 1 31.1 1 35.1 44.6 54.8 66.4 Ventuie's, Inc 8137North 83rd Avenue a Peoria. AZ 85345 Joe nTLE 1 4i4�6 " - • JOB No. SHT 4-1 OF CALCULATED 6Y SL DATE ZI CNECXED 9Y DATE /� SCALE ntrtntlVl:t .. o N T LCrtJ DISI Crr�1�l_O dD ' C. • t_. 2s psi 3 x g - 600* C4-) )-+.C-k a z oo &00.= b -L. Srm-IAj 6-62S 3- ti j -� �. I• -o c-rz a,rl nrr,- 3 i d -.c q .4.,Z 1. L4 , •t0'L-4 " L Go Mac 23.E- g goo e z 47 d -i -OL, " ` I `tZ Lo, 6g kms; < 2►.� Vim' L- 4 Arte, -s. 0117k T Fi LC -4- kJ -*-SS 3, U ks- b.1 �-c 9 — t-tic�,t, � l b �-►` 7 3 . Jam,` -� (v t3 c, �' -o C-10 AJ-"-lu`L4 Ij - �° Go ►1--n�--t3-_�T �-o � � ,q -+V C9-c,� - b �3 t ��� � � �4- rs c 1.2� b= i.S'O`' ► ci;t I.S�O` 6'4' s �- � fi - �) z 2.(02 --� oc• � � ! . D Zr-F.Q tri = �8 1 7.6 ` r P -► t: i+S�) 2.37 1.'7 a. Xentures, -Inc., 8137 Horth 83rd Avenues Peoria. AZ 85345 REFERENCE JOB TITLE 14-4-e7 6 /ts JOB NO. SHT. " OF CALCULATED BY 43(- DATE 3 1A r - CHECKED BY �� DATE -�i0 3 g r SCALE RtiS +�-rL. W - t-�� DV -i I G -N - S A -U4 VV S is -Lk • D 53 � C� (moo ia-2 D,L_ SSR I 4. P.a p I� i-(4 M. L S C- l.r� i. % 1.4 15-.2- P L+ O'er S P/i.o,-, - (CIO r- - 01= nT C rrm-Ikp-g� 15 z. 40 0 � $ a 422 ¢�C. Z� — -------------- — F -t w.,czar T —4 M z , 9 2�2 - ' lQ -ra t &",-6,Z 4--,r,,t-z/, r T7 9 , IC"? 12_ t • 6 k - U >e I L ---------------------------- 19, 2 X 8 z S 22 �• 'Z.31. .!>,o�-� C-0 It UP l c.o C -,L, i ��.2aj GV 1�5- �3u-k PRESIDENT & I Vcn tlircs Inc. 11 X 48 6 UPRIGHTS CONN. CM, FF. - DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-O" - 6 UPRIGHT DESIGN MAX UNBRACED,_LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" JOB TITLE `J IA 40 JOB NO. SHT.� OF �{ CALCULATED BY G DATE CHECKED BY DATE SCALE TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Morax - (30 PSF WIND) X 8 X 14 2 /2 - 23.521-K /2 - 11.76'7K /UPRIGHT J (40 PSF WIND) (50 PSF WIND) (60 PSS WIND) (20 PSF WIND) SINGLE FACE OR "V" BUILD - 15.671-E - 19.59" - 23.521-k- - 3.521'k`- 7.84'-'- Mmax - (30 PSF WIND) X 8 X 14 ` /2 - 23.521-I"/UPRIGHT WEB THIO (40 PSF WIND) 31.34'-4 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18-"- IN CONN. BELOW OR (60 PSF WIND) 47.041- 1/4" GUSSETS (20 PSF WIND) 15.68"' 13.3 NBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2"g� 4 X 1.33 3/16 3/16 LENGTH �- UPRIGHTS 4' 5' 6' 7 8' 9' 10' 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE rwi-2-17M 36.7 34.3 32 28.7 25.3 22 172573 W12 X 26 89.3 89.3 89.3 81.7 81.7 81.7 1 70.7 CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 - 2T (20") + 2T(24") TENSION 2 SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE TOTAL r-Fl-AK(or- GER DESIGN ISC WEB STIFF LLPP,6+4 T see A-j�vVg' Mirk. BoL-Ts 2%4'' bA6E Mme. I IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2"g� 4 X 1.33 3/16 3/16 30 PSF 2.4 33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 ,J- J INSTEAD USE 5/6 - A307 WELD TORSION VDL- 1.9K V W KD- 56" 1.94+ 56K - 57.9K / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF Auuc,ui lAiLlum PRESIDENT & I Ventures Inc. REFERENCE L 3 X 3 X 1/4 STRINGER JOB TITLE � 3 3 MAX SPAN OR AREA MAX MAX SPAN OR SPACING FT TRIB AREA MAX SPACING JOB NO. SHT. OF CALCULATED BY J G p DATE �� L CHECKED BY 9 10 11 12 13 DATE 8 9 10 11 12 13 SCALE DESIGN CRITERIA ^ s Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 'ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPANa (FEET) BIAXIAL BENDING - WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND SPAN OR MAX I RIB AREA SPACING(FT),TRIB MAX SPAN OR AREA MAX MAX SPAN OR SPACING FT TRIB AREA MAX SPACING 8 9 10 11 12 13 4 0 PSF WIND 8.63 6.82 5.52 4.56 3.83 3.26 2.8 8 9 10 11 12 13 14 50 PSF WIND 4.3 8 3.4 9 2.75 10 2.28 11 2.28 12 2.28 13 2.28 14 2.87 2.87 2.87 ;. 2.87 2.87 2.87 2.87 9 10 11 12 13 4.54 3.68 3.04 3.04 3.04 8 9 10 11 12 13 3.45 2.73 2.73 2.73 2.73 2.73 I ROBERT UILURE PRESIDENT & Ventures Inc. REFERENCE JOB TITLE—7 V—+`5 JOB NO. SHT. �— I OF_ Q CALCULATED BY d" L DATE /2 V CHECKED BY DATE SCALE TORSION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 DyJ,'N p ei �z 'A 9' jrQWjr4p 14 X 48 - BACK TO BACKKLF KLc uA PD, - HEAD WT CM. .406 F.F. .463 EE r (INCLUDES TORSION) 17' - 6" �ZTo(LzIDN Pw - WIND LOAD (PSF) X HEIGHT MOL- - POL (KLF) T (d- (dl + COLO ) IZ/2 Mb- Mw, + Mom 2 R M,,,,, - Pw (KLF) T (d- (dI+ COL J ) j /2 Mb- mw a + MPL 2 n M -r - (HEIGHT -1 1/2) (Pw X (d-(di+COL, 2 2 COMBINDED LOADING Mb + (Mt )a < o — M6cap .-Fn0 I" T% LST c, --r -- , — . PSF%h. Mo CAP �9 oFsnorf;av WIND "d," Mw. Mw M M� Ml ITd'' BOLT PL FLANGE c 0 ... I-- 5 301 -- 393 - 495 - 105 �f 19823 i 1 v 1 1/8 1J 7/8 16 10 233 290 372. 93 11316 1 3/4 15 174 211 273 80 — 7/8 11/16 I 20 123 146 191 67 — 3/4 1 3/4 5/8 J' 24 89 im IU 53— 1/2 1 3/8 1/2 0 0 531 46 70 A 17 27814 1 3/8 15/16 5 452 393 9 158 19823 1 1/4 7/8 ! 10 350 290 455 140 11316 1 1/8 13/16 15 261 211 336 120 — 1 3/4 20 185 146 236 101 — 1 11/16 24 134 103 169 86 — 5/8 1 5/8 9/16 40 0 708 469 849 228-_27814 5 602 393 1 719 210 19823 1 1/2 15/16 10 466 290 549 186 11316 1 1/4-- 7/8 15 1 348 211 .407 160 — 1 1/8 13/16 20 246 1461 286 134' — 1 3/4 24 178 1031 206 114 — 5/8 1 3J4 5/8 50 0 885T 469 1002 285 5 753 393 1 849 263 _U814 19823 I 10 583 2901 651 233 11316 1 3/8 7/8- g15 15 435 2111 483 200 — 1 1/4 7-/8 20 308 146 341 168 — 1 1/8 13/16 24 223 103 246 143 3 4 2 11/16 60 0 1062 469 1161 342 27814 I 5 904 393 986 316 19823 10 700 290 758 280 11316 1 1 2 15 16 15 522 211 563 240 — 1 3/8 7/8 20 370 146 398 202 — 1 1/4 13/16 24 268 Q13-4 28 Emil — 3/4 3/4 �902 -1 —, _ ,— _, SG DC 0 0 � 0 0 00 d2=2. BOLTS Q x T- (MDL /d;L X 6 ) +M,/d, X 6 VV -(Mw, /dj/2 X._12)+P,,,X. d/12 r 2 T.-Mw..(MAX).+Moi./d,X 6_... V-PwaX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b FLANGE-SEE'HANGER CONNECTION kISC - USE 4 3/4" wto7w' kLL CAPACITY �ITH 1/3 STRESS INCREASE 'IF FLANGE OR CAP PL THICKNESS REQUIRED - JSE STIFFER PLATE ;EE SHEET T-2 °l t + Q'l q 2, 1 0 JLn k — ��N A-�. " �I ° c t*�w �.. 2 - 0 ROBERT UIZURE PRESIDENT (602) 978-2461 & f Ventures Inc. 4125 W Banff, PhL Arizona 85203 REFERENCE FLANGE STIFFNER MAX. I MIN. BOLT FLANGE 'ENSION THICK STIFF. 26 58 10 1; 31.5 11/16 37 3/4 43.. 5 13/16 50 7/8 58 15/16 66 1 30 5/8 10 X 1/2 40 11/16 50 3/4 60 13/16 412 70 7/8 X 1/2 80 15/16 90 1 14 1/2 8 X 1/4 -18 9/16 22 5/8 26 3/4 30 7/8 J 1/4" 5/16 3/8 1/4" 5/16 L 1/4" 6oLr --, 5-r". rt. 6". --- JOB TITLE -F:-S JOB NO. SMT. OF CALCULATED BY `-' DATE CHECKED BY DATE SCALE top ROBERT UIZURE PRESIDENT & I VenLure5 Inc. COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) - T X 2"/W - REQ -F1.33 6 T I TEN 1 60--'- I 24 22 M (PLATE) - T X 4.5/6 M IW-- 11-K/INCH tREQMX6 27 X 1.33 FULL FLAG JOB TITLE - CC I`"ll�Lp� JOB NO. SHT. 'rte Of CALCULATED BY DATE 3 L G CHECKED BY DATE SCALE � coL 1AI= ID o CAP PLATE STIFFNER K WELD THK WEL 2 3/8 1 2X8 1/4- 8 4"8 3 8 1/2X8- 1/4- L 4"4 3 8 1/2X 1 4" 6 3/8 1/2X8 1 4" 6 3 8 1 2X8 1/4" 1 -MIN 45° SLOPE 0 c /G`, S�►i=�' fir.. BOLT TEN.I CAP PLATE I STI entu3es Inc.. 9162 W. COCIU1, SURS.8 - Poorlo, AI 85381 602.878-9550 • Fox 602.878.9133 Na �"--' °F OAME SGL= c o L t -I Iq . ST�9 CJT'✓ ►'fir ....t../a-I. Ca't�-� ', — iz.z c,,3—flet. 3 , t',4 r'z — 2 �¢-,q z 4--) O 4 i Go 9 42- :2 J3 4- 4-4 z3 3 P" - 1 �. JL lC , C-;5 a /ITS -2— Zj;. j;,2. Zr+ 4-5) /3 s 4, �Z +- 4ga 12 428,4-`` ys� �,�� �2����-6� c�•35�1 S G ¢ : s �z `�.•� c 1, O Nooentu eS X11 9162 W. Cactus. Su118.8 - Pourlo. AZ 85381 602-878.9550 - FOX 602.878-9133 le --o 0 T ! MZr q --p-0 v Z Gam.&► -D 6- : E(/ o -L , 7-0 Lo A-6 los ml. 14- k- 4 -ib r- >< o,/13 los NM SHr F-1 OF ==ATMBY S oa +8 a-emm By", -4. Carc SaL 3gIc k- 24. 24.3 t? -6.$• 3#g, 1 C��.lc r �0 2 p v-c3+2�'ZJ 2-,v-•, nt-c._ M rz 4-3 6, rib 1,% IVOts, �. 37 -(4- . �Sr' 7,3'7 x l� S.•�s kh � r� 3� s,SSfi. 67 Z 6.22 j'S.�rc,z 2,�3� > 6.22 "� I Ventuitilisjncw 8137Horth 83rd Avanuo • 11-sor,a, AZ 86945 .REFERENCE M 011 Ems- G.OP/i'G 1 �' lE S 'F0 T:L- 5= lr(D,4-DZ) WHERE D, = C-0. ' 3Z D, s .•I .Z ;;'F 6 = ."7Z F� ( IF °/r 3300/F�) f\ STRESS I,ICftEASE) ,Mb CAP=. SxFbx1.37, I 6575 94 \ D o J :.,Fv = - 4 F� CIF < F��+�si `fin) a F z�3 .Fy= <7I4E LARGEA or-) 23800 ori boo! �M-tEAP = Fy (2I) X 1.32 f (STRESS IVGREASE) DIA WALL Fy' s I rb .in in ksi i n3 in4 ksi JOB T(TLE JOB N0. SHT. M- 1 OF CALCULATED QY DATE _Zt! CHECKED BY DATE SCALE 657s 49 4' F� "Is (yo�3's •tN o FT Mb CAP Fv Mt CAP L max- WT/FT ft -k ksi ft k ft #/ft 30 30 30 30 30 0.250 0.281 0.312 0.344 0.375 35 35 35 35 35 17:.3 193.1 21?'.8 234.9 255.3 2585 2897 3206 3524 3829 19.5 20.2 20.9 25.2 25.2 372.8 432.4.. 494.8- 656.1•.14.0 713.0 14.0 14.0 14.0- 14.0 534.8 59.9.3 ...663...3 '729.0 72.3 • 45.4- 6.0.7-- 78.9... UNLTD. UNLTD 79.5• 89..3 .-, 99:0 109.1 1188% 0 0.406 35 275 .5 33 25.2 769. 14 . 85.1 UNLTD D I�8 .5 • .: '-30 0.438 35 296.3 4445 25.2 827.6 14.0' 919.5 UNLTD 138'.4 ..30 0.469 35 316.3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0:500 35 336.1 5042 25.2 938.'9 14.0 1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9' -30 0.625 35 414.9 6224 25.2 1158.9 14.0 1207.7 UNLTD 196.3.. 30 0.656 35 434.2 6512 25.2 1212.6 14.0 1347.3 UNLTD 205..8 30 0.688 35 45':.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• 30 0.750 .35 491.7 7375 25.2 1373.3 14.0 15x5.9 UNLTD 234•.6' 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30 1.000 35 639.3 9589 25.2- 1785.5 .14.0 1983.8. UNLTD 310.1 Vn _e t u _s, Inc. 8137Norlh 03rd Ayonuo a 11 oorla.AZ 85345 fiUizRF_NCE F -t CAR- : C -A -O -/.L- C, I I' I IS S F-0 r -z_ JOB-Inu Pt Pa C-AP4-c- (Tt isr c JOBHO.__SKT.±i__l.s OF CALCULATED OV DATE V - 2S114 - CHECKED BY DATE SCALE I res - CIO L. L) 4 A. WHERE D, = 0.0. 32 DI Dz.: I. D. Z ..:F6 z DIT. < 33 0 OIF Fb G+_+F, IF 13000 >.O/r > 3300/- • (5TRE55 IN CREASE) Mb CAP S X +/T L/D57* 0 x'Fyy 113 (7146 LARGER OP) lL-'3800 or -k - r- D/7 > y /0 P/r) T/7) 'tCJ;P. Fy (sl) -CSTNESS INCREASE) X own F/z 12. ra 6575 q9 4- F� 415 ('YD)'Yj* 11 61 DIA WALL Fy s I Fb Mb CAP Fv Mt CAP L max NT/FT -in in ksi. in3- in4 ksi ft k ksi ft k ft #/ft -.42 0.250 -35 . 340.2 7145 17.9 676.5. .14.0 1055.8 27.4 111.6' 42 0.312 35 422.7 8877 18.9 886.3 :14.0 1311.8 47.6 139.1 .42 0.3.44 35._. 465 .'O_ 9765* 19.4 1001.0 14.0 1443o1 60.8 153.2.). 42 0. . 3 . 75 .35 505.8 10622 1116.2 14 . 0 1569'. 6 75:4-166.9 42 0.406 35 546.4 11474 .20.4 1235,3 L4.0 1695 .6 92.0 180.6 35 5-88.1 12350 20.9 * 1362.5 L4.0 1825.1 111.2 194.6 .42 .0.4.38 208.3)'• 42 0.562' 35 747.9 15706 25.2 2088.9 14.0 2321.0 UNLTD 249.0... .42 0.625 35 828.0 17388 25.2 2312.6 14.0 2509.6 UNLTD 276.5 42 0:688 35 907.4 19054 25,2 2534.2: :4.H 2815.8 UNLTD- 303.9 .42 0.750 .35 984.7 20679 25.2 2750.4 14.0 305.5.9 UNLTD 330.8'.: i42 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384.7 42 1.000 , 35 1289..6 27081 25.2 3601.8 14.0 400:2.0 UNLTD 438.4 GROUND LEASE AGREEMENT 1 . This agreement In made this 12th day of June by and between McAmis Family Trust, hereinafter called "Lessor" and Stott Outdoor Advertising, hereinafter called "Lessee." 2. Lessor hereby leases a portion of the premises hereinafter described for the purpose of erecting a back to back sign structure on the property for advertising purposes. The term structure as used here shall mean outdoor advertising structure, including fixtures, power poles, lines and connections. The term premises as used herein shall mean that portion of the real property where Lessee's structure is placed. The term "real property" as used herein shall mean the following described real property: Butte County Assessor's parcel # 040-400-072, structure to be placed to the north edge of property in the county of Butte, State of California. 3. The term of this lease wi I I be twenty (20) years from the date of sign construction. 4. In consideration of this ground Iease, .Lessee shall pay to Lessor - -3 per year in advance beginning on date of sign construction. Annual lease payment shall be adjusted every five years during the term of the lease in an amount equal to the percent increase in the Consumer Price Index for the same period. 5. Lessee shall save Lessor harmless from all damage to persons or property by reason of accidents resulting from the negligent acts of its agents, employees or others employed in the construction, maintenance, repair or removal of its signs on the property. Lessee shall also list Lessor as additional insured on Lessee's liability policy which- shall provide a minimum of $2,000,000.00 in coverage. 6. Lessor agrees that he, his tenants, agents or employees will not place or maintain any object on the property which would obstruct the view of Lessee's sign faces. 7. This lease sha I I continue in fu I I force and effect for its term and thereafter for subsequent successive like terms unless terminated at the end of such term, or any successive like term upon written notice by either party served not more than ninety (90) days nor less than thirty (30) days prior to the end of such term or subsequent like term. It shall be an express condition precedent to such automatic renewal of the lease term that Lessee notify Lessor in writing of the impending termination of the then existing term at least ninety (90) days but not. more than one hundred twenty (120) days prior to the end of the then -existing term. If Lessee fails to give such notice, this lease shall terminate at the end of the then existing term and shall not be extended or renewed absent further written agreement between the parties. 8. This lease shall constitute the sole agreement of the parties relating to the lease of the above described property. The Lessor represents that he is the owner of the above described real property and has the authority to grant the leasehold estate and to execute this lease for the term hereof. 9. The word "Lessor" as used herein shall include Lessors. This lease is binding upon and inures to the benefit of the heirs, executors, successors, and assigns of Lessee and Lessor. 10. In the event of litigation, the Lessee agrees the prevailing party shall be entitled to receive reasonable attorney fees and legal costs. 11. Lessor grants lessee a right of first refusal to place additional billboard advertising signs on this property or adjacent properties owned by lessor. Prior to entering a lease agreement with another party, lessor will first offer the lease to lessee on the same terms and conditions as received from the prospective lessee. Lessee shall exercise right no later than ten (10) days after receipt of notice. 12. In the event lessee's signs are caused to be removed by governmental action, this lease may be terminated at such time. Lessee agrees that lessor would be entitled to share on a pro -rated basis in any compensation paid by governmental agency for removal of lessee's signs. Further, after the tenth year of this lease, should the value of lessee's signs by substantially diminished by the placement of landscaping along the Highway 99 corridor, lessee may terminate this lease and remove its sign structures from the property. In such instance, lessee will restore lessor's property to as close as possible to the condition prior to existence of lessee's signs. n Accepted by: Stott Outdoor Advertising n�"w�Lf 6/12/97 (__J1Moravec Date General Partner isyFamily Trust 6/12/97 hn E. McAmis Date ustee s - I� , I I I i I I I f�f :W- 0Ly0-'90o-0D- STcD �LUTc) oo2 AbVE2T!SINC, (PIAN ()AU?UEF<- SGALE_ I 3�� i IS 0 9 RECEIVED APR 21.1998 BUTTECUNTY ]3tftf)&d DIVISISIOrT N KEY LANE C�oVFIcES © SIV►.I ST(iv��-t t�E W AiLE N aLISE SEc� , a nJ - Ski Jtu b Lo? =TREE 'i� pv-ovANE TANKS ELEc-TOtc-AL FACILMES - - - - = FE^jcE y MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift. 6th Lift FIRE WALLS 0 cupancy, Area, Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilin s # t J " .: f ,,, �. 5-z►1i� - cwc �2�.>��y Fat2. . Fctr,��- cNs� �� LA — -2 Y--13 — CAde- vtcL i s� LI JOB FINALED Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature, COMMERCIAL; -~^93 040 995 BPEM�� -40-0-072 MCAMIS, JOHN ` 3145 SOUTHGATE LN, CHICO CONTR: DW DAILEY NEW OFFICE UNDE4R METAL STRUCTURE V=OK :r t O=Not OK - = Not Applicable Not Ready COMMERCIAL = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Fig., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. P' rs-Steel Sel"D.W.V.: Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Undersiab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts GMS NwG & Tic Date 54, .o`2) Card B-1 Date Card B-1 Date:E ,an. Card B-1 �� Date Card B-1 J Date PLUMBING (Permit) OK except #'s late r.; Vent -Access -Combustion Air -Baffle oer-Pipe; Test & Anchor -Nail Protection 1 .W.V.; Test -Fittings & Anchor -Nail Protection -,t'1, Si -Floor-Grease Trap Size 8/Anchors - Firewall Penetrations Card B-11/ -A/ Date Card B-1 Date Card B-1° Date Card B-1 Date ELECTRICAL1,Permit) OK except #'s cf & Transfg.Lmer Clearance -Ins. Protection e f>akOFThree Egas >-itguip. Bond S_,7_4oxSA.4VNo. of Conductors -Stapled 651"Ro ailed Close to Edge of Studs & C.J. ip. GoeGnd made up w/Mech. Fastners-Bond Gas & Water 26' Subfeed Wire Size P ga.kq.VAr AI-A.C. Wire Size/ / ga. 452"Cu or Al b. ire esistive- fixture-Conduit-G.F.I.-Susp. Ceiling ervice- ' er Conductors & Ground -Main Disconnect E Clearances Panels -Motors -Mach. Equip. ire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) except #'s Insulation & 34 -Vent f5haust above insulation _ and sate Drain & Overflow; Size & Grade u -mance -Vent; Access -Comb. Air -Return Air Vent -115 outlet 437' -Attic Access & Platform if Furnance in Attic 38. k.V.A.O.-Ventilation-Roof Access --99. Smoke & Fire Dampers Date, -` _ •'45J.. Card B-1 V/_1 Date Card B 1 Date Card B-1 \ Date Card B-1 Date FRAMI tans) OK except #'s 4VT§il1oper Material & Anchors -Hold Downs 4 . Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4 earir,s over Girders & Floor Nailing 4 raft Stop in Walls (rat proof) .44 -Fire Stop rred Ceilings -Stairs -Chases A5.ers & Beam -Size & Bearing -Support Fix. Date F"NG (Continued) angers -Post Caps -Anchors -Connectors : d�Obof g-Nailing-Diap.Chord Splice i rewa l l -Doo rs-Area-Occ p. -Prop. --I -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -=69-Glu-1-am cert. -Placement -Support T�Steel Building, -Purlin-Girders 59. -grope Cine Firewall & Openings xt. Doors -Handicap Access x571' Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---56.-Siding-Nailing Veneer r--rsTStucco Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic -fire Port. Shear Wa Plywood -Nailing -Conn to Roof r .,,1 nsulation-Walls-Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing n Date Date OK except #'s Date Card B-1 ht Protection -Landings g5/Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection _►6e -s inklers-Placement-Test Supe6ded Ceiling-Seismic-Wires-Elec-Light & Mech. W lec. Tri &-Subpanel; Breaker bels Rails andicap- Door .Levers- Fin. Flo Ele utlets'at Wood Panel; Int. & tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Aft eve Floor-Mech. Protection & Mech. Equip. Listed for Location sulation-Foam-Looked in Attic es .-T6-948rd Is & Deck Construction -Post Caps n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes `QTStuc rown-Finish A5.4rc. Unit; Disconnect, Electrical, Plumbing 7 s ove Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings _80 -Water Well; Disconnect, Electrical, Plumbing -84--Exter' Elec. Trim; G.F.I. Receptacle -Underground ff Site -Parking -Handicap 83. Glass Protection ..dJ..Qorrect1or1s from Previous Inspections 16 �1 85. Gas T -Meters Tagged; Gas -Electric f -Water & Sewer Connected -C/O to Grade -HD ADDroval ,.87 -Energy Compliance Certificate -Other Certificates 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: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE ........ r ; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (OWNER PERMIT NO. A:: Tvufinesmspectiomindicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work nscotrpleteil11you have any questions pertaining to this matter, or need additional explanation, please cnrrtact this office immediately. C %JU/ D!r -� very C) Gii .. � n -,rte _ n;;">�{,.-.... `f.2~� �`�"- � ,��'f � 4 k� � ► c COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. Aroufoespec6an indicates that the following violations of Butte County Ordinances exist at tart ateoae adAess and should be corrected. Please notify this office when correction of work isoanpirledfyouhave any questions pertaining to this matter, or need additional explanation, - please laic office immediately. "V Date; 'IL)' `/ Inspector REN 10192 COUNTY OF BUTTE - DEPARtMENT OF 'PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMI NO. ASSESSOR PARCEL NUMBER 040-400-072 ZON N BUILDING PERMIT OWNER John McAmis TELEPHONE 891-5061 SQ. FT. OCC. BUILDING VALU ION OWNER'S MAILING ADDRESS 3125 South Gate Lane, Chico 1,974 34 67,116.00 97, 5 EST S va o CONTRACTOR'S NAME D.W. Daily Construction T� EP ONE ,L7 CONTRACTOR'S MAILING ADDRESS P.O. Box 8558 Chico 95927 Fireplace CONSTRUCTION LENDER Butte Savings UNKNOW 891-537 Total Valuation $ z 1/� LENDER'S MAILING ADDRESS 2545 Zanella Way Filing Fee $ 15,00 Permit Fee e8- �o ARCHITECT OR ENGINEER Bob Heaton LICENSE NO. C09192 PlanChecking Fee $r` Z�S� ARCHITECT OR ENGINEER'S MAILING ADDRESS 2044 Palm Ave. Chico 95926 Ener Plan Checking Fee cmc Energy g Penalty $ BUILDING ADDRESS Permit fee �Q3145 South Gate Lane Chico PLUMBING PERMIT Filing Fee 15.00 Each Trap 5 5.00 25.00 Solar or heat pump water heater 20.00 „LOT NQ. CL// T=7TTTON NAME PARCEL MAP 93' too Water piping 1 7.00 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome❑ Other COMM SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 15.00 Mobile Home I S FG JW 1 615.001 TYPE OF WORK New ❑ Addition " Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 1� �� + _ 41 2? /(/XFP1`jr E2/,I INC Wp-M-46 USE' T-0 Permit Fee $ 62.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 ^ ©��C�S hWb 2L� 1 _ I�/T,� Main service 600V OR LESS 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business KN and Profess a.� 8014n my license is in full force and effect. J License No. Classification �. li�+ as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. / DWELLING OCCUP.eI+\ 364 sgft OR ADONS. \ ACC. SLOGS. / NEW CONSTR ULTI.OUTLET 60.00 NON.RESID BRANCH CIRCUITS) 12 Ca 5.00 !POWER APPARATUS &\ !SINGLE OUTLET CIR. / Ex. OCcU OUTLETS OR FIXTURES 20 76d Occup(OUTLETS FIXED AP Ex. Occup. OUTLETS P(RESID )REA.7 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 79.00 WORKMEN'S COMPENSATION INSURANCE I decl re under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 5 1.00 55.00 Cooling 1 16.50 16.50 Hood 6.50 Ventilation Penult Fee $ 86,00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all lilies, judgm s, ts, and a enses which may in any way accrue ag 'nst s Count q ce of ranting of this perm't. X Date / Signature of Applicant — Owner CoA Agent ❑ An OSHA permit is required for excavations ave cep and demolition or construct- ion of structures over 3 stories in hei ht./ Mobile Home Installation Fee $ 00 Energy Inspection Fee $ 7$ii1r /oc -1 CONST TYPE v� TOTAL FEE HAz DFEES �" IMP �--� fL000 COF PARCEL PD H ISSUE This permit is hereby issued under the applicable provi- sions of the Butte Coun y de and/or resolutions to do `Mork indicate ov r hich fees have been paid. C O PUBLIC WORKS By at PER XPIRES Date Receipt No. F 1 WNITC-D.P.W., YE S INK-INSP O DE ROD -APPLICANT ri . ..-t''i'rr''�' y".`'.Il'-L3`s�, .K.�+�-t.-"l+•�v.,.� •�-,+K-�n.'►s�^.1r w .... �Y.,. ,,,,,._.,.,,+�.�r+'v.. .'t...:._rSr w.,` ryrr�..y ,• 'A�+. F1'+w COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916)538-7,541 Y PERMIT APPLICATION DATA SHEET OWNER a'Jj-/.-4 ��n1�' 1 S i A. P. No. ��"' �� L Proposed Building Use 11 �► Building Inspector e_- Date / r7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............:� azardous Material Form. ...................................... . nergy Design Compliance and supporting documentation . .................. ,.y 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 4 Mobilehome data and manufacturer's installation instructions, 2 sets. ........... e1 ees of $ & R - .......................................... + pact fees as shown on attached schedule . .............................. 2. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer .................. 14. Sanitation and plot plan approval C F// GP Health Department . ............. 15. City of Chico plumbing permit . .............................. ........... 16. Plot plan and business license approval from City of Biggs/Gridley. _ 17. Planning approval for (A) Use: /h L OL- 04 (B) Parking: d ........ `/- 18. Contact Land Development.about (A) Improvements (B) Drainage ............. 2 93 mor 19. Driveway permit (construction approval required prior to occupancy). .. .. .... 20. Pre -inspection for IreInsped'°"'e4°-- -'. required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... - 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit process as follows: Mail to w Telephone � &03end hold for pickup at f Other /Parcel Creation (/ Acreage Applicant Mail to contractor. � ice. Deliver with inspector. Date Copy of Haz-Mat form sent Health peps Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date zy Zjs By The following data must be submitted prior permit ianc : (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: { Contrac signer, owner, was advised of above required data by _phone _mail Counter by ate Contractor, designer, owner, was advised of above required data by _ phone _ mail CoVk_27Date Plans checked by ate Plans approved by _ Date4= Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works J F.H. USE ONLY Plot flan Attached —�— Fluor I'I:m Auachcd Y /�.�Q� sent to B.D. /-F'�#—�-� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ r-.. �0 T y—v Owner Location AP// Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other1(�� f(�YYl�QQ,� �-t7 ��1fa��•f001�� 11�►n� � G � � � �� ire ��� I Hold final for: Final clearance O.K. for: NOTE�`4i,r- j% FA i Ac4 -- En ironmental Health Specialist 8/92 Date COUNTY OF BUTTE - D'EPARfMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR R=EL MEIE�� 2_ ZONING BUILDING PERMIT 1 OWNER ,,,-SOV, 1A IL ,� TE EPNONE $0. FT. OCC. BUILDING VALUATION •+J 7 G OWNER• MAAILI ADO 55 IX e CONT CTOR'S A E CSS T LE.�J,iONE: �,j �- (p CONTR Tq{2ll''S�S (LING ADD R lf\RJ 6,Y 9 � a (C Q i Fireplace CONSTR C ION ENDER W�,V UNKNOWN _ Total Valuation $ � Filing Fee g $ 15.00 LENDER' 1 IrADD ESS 5 I�.t° 1�'� Permit Fee $ ARCHIT R ENG NEER LICEN^/ �```Jj Plan Checking Fee $ r,�'� Energy Plan Checking Fee $ ARCHITECT-0,�2N G1`��r/1•E`�' S MAIL {ryJG ADDRESS Penalty. $ BUILOIN�ADD S 11 55�j�'j,�� �•"'� r Permit tee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 z� Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME P4RCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 J SF ❑ Duplex❑ Mobilehome❑ Other Mobile Home S I G I W @ 15.00 SPECIFY TYPE OF WORK New ❑ AdditionK Remodel❑ hies{,❑ Insta lation❑ Other [J Describe work: �� Lev Lk c� - Permit Fee Contractor $ ` - ELECTRICAL PERMIT Filing Fee 15.00 Main service R LESS 200A OR LESS 18.50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professiops��p �pd-my license is in ful forge_ ad effect. License No. Classification NEW CONST. OR ADONS. ( DWELLING OCCUP.ACG. BLDGS. a\ NEW CONSTR ULTI.OUTLET NON•RESID BRANCH CIRC ITS POWER APPARATUS R (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES 3.6Q sq.ft. r L @ 5.00 y). 20 @0 76d ❑ I, as the owner, or my employees with wages as their sole compen- Ex. DCCUp. OUTLETS PIRESIO IRE A.1 I 3.00 sation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Temporary service Mobile Home Facilities Misc. Wiring g j 15.00 15.00 15.00 ❑ I am exempt under Sec. Business and Professions Code for this reason Permit Fee $S - WORKMEN'S COMPENSATION INSURANCE Contractor I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Heating -5 L I� / Cooling 6 ❑ I shall not employ any person in any manner so as to become -subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become su 'ect to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Hood Ventilatiod Penni .Kee Con ractor 6.50 $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I' also agree to save, indemnify and keep harmless the County of Butte against ju tscosts, a d expenses which may in any way accrue all liabilities�D�sequenc agar said Cf the granting of this per it. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz 0FEES IMP FLOOD CDF PARCEL PD HD ISSUE X Date —lb --9.7 This permit is hereby issued under the applicable provi- Signature of Applicant — Owner ❑o ractor Agent ❑ sions of the Butte County Code and/or resolutions to do An OSHA over S'0" deep and demolition or construct- ion of structuresover39storiesoin height. work indicated above for which fees have been paid. DIRECTOR DIRECTOR OF PUBLIC WORKS Receipt No. I �i �� WHITED./.W., ELLOW-ASSE330 , PINK -INSPECTOR. GOLDENROD -APPLICANT By PERMIT EXPIRES Date Date COUNTY OF BU= - DEPARTMENT OF PUBLIC WORSS - BUILDING DIVISION 7 COUNTY =ER DR-TVE - OROVILLLE, CALIFORNIA 95965 -.TELEPHONE (916)5387541 UPaSFD. BUILDING USE A.P. NO . DATE ��/rL ,✓ DATE REC 1., School. Distr is Fees (paid at District Office) 2. Sheriff Fees (paid at. Building Department) Residential g - -_ unit amt. y Z Commercial(per sq . f t.) % j�7c-/ g .:0 3 S`J amt. 1. 3. Urban Area Fees (paid at Building Department Residential (per unit) x 4 � waits amt. Commerical( per sq . ft.) sq.. -60t. amt. 4. Re�eatlan District Fees (paid at District- Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other time of permit aaplicat_on, I was advised the above fees are required to be paid issuance of the permit. LICAW, DATE I �i J.E. McAMIS INDUSTRIES J.E. McAMIS, INC. Heavy Construction & Marine Contractors 3125 South Gate Lane • Chico, CA 95928 (916)891-5061 FAX (916) 891-0904 April 21. 1993 County of Butte Building Division To Whom It May Concern: Dave Dailey of D. W. Dailey Construction is our authorized agent to sign for and receive permit applications. Respectfully submitted. CG,w ohn McAmis. Owner JEM:pkg BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Nam Address Nature of Contact F BUILDING PERMIT NUMBER o- / APN O1-0 — `OO 0� 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO X YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? ❑ NO EV YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3.. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or sc • of site? NO IF YES, narne of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, Af es, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representati BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. D. TYPE OF'CONSTRUCTION REQUIREMENTS -- Continued r ' At`tic `access ,and ventilation (Sec. 3205) . --&-'Roof drainage (Sec 3207). ` f kylights (Chapters 34 & 52). 4 es and platforms (Chapter 39). 1r Interior wall and ceiling finish (Chapter 42). lk-�Fi,re resistive requirements. Walls, floor, ceilings, -penetrations (Chap. ball and ceiling covering installation (Chapter 47).. 14. Glass, glazing; -Human Impact.=.Safety Glazing (Chapter 54). oa Plastic (Sec. 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS 1� ne al Exit Requirements. -(Sec. 3302& 03) .(Post _.o.cc. load.,.. etc.) . 2 mber of exits, width and locations (Sec. 3303). Doors (Sec. 3304). . orridors and exterior exit balconies (Sec. 3305). -31. Stairways, rise and run; width, winders, and construction (Sec. 3306). ntal exit (Sec. 3308). -'and smokeproof enclosures (Sec. 3309 &.3310). - Exit signs and illuminations (Sec. 3313 & 14). 0A-2;-3es and seating (Sec. 3315 & 16) . Exits for occupancy groups A-E (Sec. 3317 & 3320). evel exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS -1—. �onry.chimney (Chapter, 37) •; - , ---V-eer, (Chapter 30) . Special Inspection per UBC Sec. 306. R (a) High Strength Bolting (b) Field Welding (c) Masonry (full stress) (d) Concrete (fc . 2500psi) ecial Certifications = Mill Certificates —5-.--E3rpansive soil - Special design -6---Cut/Fill slopes, compaction tests, grading 7 Nome requirements (Planning, App: Chap. 35). old electrode, welder certificate. G. ENGINEERING REQUIREMENTS 1. Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. Complete structural material specifications. Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, drag struts: Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. 10/92 COMMERCIAL PLAN CHECKING'GUIDE (1991 UBC) - Bldg. Permit OWNER r'tMIS X�sumsiP_/4FFPn?_& A. P. # Plan Checker A. GENERAL 1. Zoning requirements, Planning approval. luation. 4=-o R RE4 T-E*t;- !dans signed by engineer or architect. 4 . Proper description of work on application. ting violations on property. ems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc.). Improvements or drainage, Land Development approval. B. PLOT. .LAN plete parcel size and dimensions. Setbacks, sideyards, easements, etc. ./Other buildings or structures. 4r'_,_LFading, fills, drainage. Flood hazard. Special conditions on creation map, ible, and foundations). FAU & FAS road setback i (noise, CDF, fire sprinklers, non -combust - Building or utilities across lot lines (Record form). C. OCCUPANCY REQUIREMENTS Building use = OFF I G� Occupancy`Group =! L9 - Type of Construction V Building floor area 94 3ie Occupant Load 7 Basic allowable floor area 00 O sq.ft. Total allowable floor area sq.ft. Basis for increase FkoX(A-if- 'V -no Compliance with specific occupancy requirements (Chapter 6-12). 24 ---Occupancy separations (Sec. 503). _3� _.Area separations (Sec. 505). -4_—Firewalls due to location on.property (Sec. 504).. 56. aximum height requirements (Sec. 507). aft stops (Sec. 3205). I,."'Ventilation and special hazards requirements (Chapter 6-12). ,S- Automatic fire sprinkler system. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). .k�`Mechanical code requirements.' (Grease hood w/fire sprinkler system-jChap.20): _44—. Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies 40E_�oke detection system. CDF or SFM Plan Review. �' ectrical Code Requirements (Pool or hazardous occ.) (Art. 680 & 500'.$). Physically handicapped requirements (Title 24). i :-- Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS 1. Roof covering requirements (Sec. 3203). 2. Parapet walls (Sec. 1710). 3. Toilet room floors and walls (Sec. 510). Guardrails (Sec. 1712). Detailed types of construction requirements (Chapters 17-22). 6. Proper roof pitch for roof covering (Chapter 32). �YI c�Ml S CoNSvMCiz AFF4I�S $4DC� o K3 • oF ©0 T U p �M g cc-�o O'✓}tcc� "Pa z �� s s Nov�D �E o k5r->._ 70st-c s - �a�^ c�� e5,ff-P-N C>&- T"d 4v fo • • SPE L DESI ON DERATI N SNON\DRIFTING SND APPLICAW ION/ ORNERING S . SNOW AD • I GLI ROUNDS S.ROO �NOW SEISMIC LOADIN • CS73UTLE. TITLE 24 REPORT FOR: Building Renovation - J.E. McAMIS 3145 Southgate Chico, CA 95928 PROJECT DESIGNER: Robert B. Heaeton - Architect 2044 Palm Avenue Chico, CA (916) 343-8038 REPORT PREPARED BY: Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite "D" Chico, CA 95296 (916) 894-8466 Job Number: 93044 Date: 4/13/1993 BUTTE COUNTY BUILDING D0ARTMEfd4 APPROVED Y TITLE 24 REPORT FOR: Building Renovation - J.E. McAMIS 3145 Southgate Chico, CA 95928 PROJECT DESIGNER: Robert B. Heaeton - Architect 2044 Palm Avenue Chico, CA (916) 343-8038 REPORT PREPARED BY: Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite "D" Chico, CA 95296 (916) 894-8466 Job Number: 93044 Date: 4/13/1993 BUTTE COUNTY BUILDING D0ARTMEfd4 APPROVED Table Of Contents for Title 24 Report ------------------------------------- CoverPage.......................................................... 1 Tableof Contents ................................................... 2 Form ENV -1 Envelope Certificate of Compliance 3 Form ENV -2 Envelope Summary ......................................... 5 Form ENV -3 Construction Assemblies .................................. 8 Form PERF -1 Performance Compliance Summary .......................... 15 Form LTG -1 Lighting Certificate of Compliance ....................... 16 Form LTG -2 Lighting Compliance Summary .............................. 18 Form MECH-1 Mechanical Certificate of Compliance .................... 19 Form MECH-2 Mechanical Summary ...................................... 22 Form MECH-3 Mechanical Equipment Summary ............................ 23 Form MECH-4 Mechanical Ventilation .................................. 24 HVAC Zone & Space Loads Summary. ..................................... 25 Form BEPS-1 Building Energy Performance .Summary.,,,,,,,,,,,,,,,,,,,,, 35 -A -------------------------------------- --------------- ,.Project Name: Building Renovation - J. E. McAMIS Address: 3145 Southgate Chico, CA 95928 Envelope Designer: Robert B. Heaeton - Architect •------------------- Date: 4/13/1993 Building Permit No Checked by / Date Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- GENERAL INFORMATION Date of Plans: A_(S.qS Building Conditioned Floor Area: 7678 sf Building Type: Nonresidential Climate Zone: 11 Phase of Construction: 0 New Construction 0 Addition 0 Alteration Method of Envelope Compliance: Performance - COMPLY 24 v 4.10 STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building. has. been.. designed to meet the. envelope requirements.. contained in sections 110, 116. through 118, and 143 or .149 of .,Title 24, Part 6, Chapter 1. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions 'Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL ENVELOPE DESIGNER / Robert B. Heaton - Architect (916) 343-8038 4Si4gntdoreb:)i� (Lic. #) (Date) ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: T i Y --------------------------------------- -- ---------------------------- Project Name: Building Renovation - J. E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- OPAQUE SURFACES Const Note to Assembly Name Type Location/Comments Field ----------------------- ----- --------------------------------- ------- R-13 Wall (W.13.2x4.16) Wood 70EXTE %0P_. FaWEOWAI+L. INSIDE METAL5K& L Roof R-6 Metal w/ R-13 Metal TYPICAL q{ZA/F, iNSPF,cT%ON S?ATJDM Roll Metal Door-Unins. Metal INsPsaTtow e�r�arJ Int. Sep. Wall R-13 Wood R-30 Roof (R. 30.2x12.16 ) Wood ASE OFFICE: /SEAS Insulated Metal Door None b Hollow Metal Door None BBTu/EEI,I OFFIGG ZOME +WO tiJit�EGTIQ�J �oNE FENESTRATION Frame Orient -------- Panes ----- Type ----- Exterior Shade ----------------------- OH Glazing Type Front (N) 1 Metal None -- N ----------------------- Single Clear (NR Dflt) Front (N) 1 Metal None N Single Clear (NR Dflt) Front (N) 2 Metal None N Double Clear (NR Std) Back (S) 2 Metal None N Double Clear (NR Std) Back (S) 2 Metal None N Double Clear (NR Std) r'. --------------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 ----------------------------------------------- -------------------- GENERAL INFORMATION BY SPACE Flr Floor Display Space Name Occupancy No Area Volume Perim. ----------------------- PR I - 4 ---------------------- Office --- 1 ----- 137 ------ 1370 ------- 0 Training Room -12,15 Classroom 1 704 7040 0 Restrm./Corr.-13,14,16 Corridor/Restroom 1 261 2558 0 Storage - 17 Other 1 146 1168 0 Secured`Evidence - 18 Industrial Storage 1 184 1840 0 Toilet.- 19 Corridor/Restroom 1 105 840 0 Office - 20,21 Office 1 435 4350 0 Inspection Area - 22 Industrial Work 1 5706 102708 0 Total 7678 --r-------------------------------------- --- ----------------------- --- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt Gains Form 3 Reference Location/Comments ---- ---- ----- --- ---- ----- ----------------------- -------------------- Wall 80 0.088 180 90 Roof 137 0.035 0 22 Slb 137 0.000 0 180 Wall 190 0.088 0 90 Wall 307 0.084 -8 90 Wall 30 0.084 -8 90 Wall 29 0.088 180 90 Wall 12 0.088 270 90 Wall 31 0.088 180 90 Roof 704 0.035 0 22 Slb 704 0.000 0 180 Wall 30 0.084 -8 90 Wall 30 0.088 0 90 Wall 14 0.088 90 90 Wall 14 0.088 270 90 Roof 261 0.035 0 22 Slb 261 0.000 0 180 Roof 146 0.035 0 22 Slb 146 0.000 0 180 Wall 40 0.084 -8 90 Wall 20 0.088 -8 90 Roof 184 0.035 0 22 Slb 184 0.000 0 180 Wall 80 0.084 -8 90 Wall 64 0.084 -8 90 Roof 105 0.035 0 22 Slb 105 0.000 0 180 Wall 89 0.084 -8 90 Wall 260 0.088 180 90 Wall 20 0.084 -8 90 Roof 435 0.035 0 22 Slb 435 0.000 0 180 Wall 1350 0.088 0 90 Wall 1080 0.088 90 90 Wall 1492 0.088 90 90 Wall 658 0.084 270 90 Wall 337 0.084 -2 90 Wall 100 0.084 -5 90 Wall 124 0.084 -6 90 Wall 89 0.084 -7 90 Roof 5706 0.098 0 0 Slb 5706 0.000 0 180 Yes Yes No Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes No Yes No Yes Yes Yes No Yes Yes Yes No Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes No R-13 Wall (W.13.2x4.16) R-30 Roof(R.30.2xl2.16) Covered Slab R-13 Wall (W.13.2x4.16) Int. Sep. Wall R-13 Int. Sep. Wall R-13 R-13 Wall (W.13.2x4.16) R-13 Wall (W.13.2x4.16) R-13 Wall (W.13.2x4.16) R-30 Roof(R.30.2xl2.16) Vinyl/Uncovered Slab Int. Sep. Wall R-13 R-13 Wall (W.13.2x4.16) R-13 Wall (W.13.2x4.16) R-13 Wall (W.13.2x4.16) R-30 Roof(R.30.2xl2.16) Vinyl/Uncovered Slab R-30 Roof(R.30.2xl2.16) Vinyl/Uncovered Slab Int. Sep. Wall R-13 R-13 Wall (W.13.2x4.16) R-30 Roof(R.30.2xl2.16) Vinyl/Uncovered Slab Int. Sep. Wall R-13 Int. Sep. Wall R-13 R-30 Roof(R.30.2xl2.16) Vinyl/Uncovered Slab Int. Sep. Wall R-13 R-13 Wall (W.13.2x4.16) Int. Sep. Wall R-13 R-30 Roof(R.30.2xl2.16) Covered Slab R-13 Wall (W.13.2x4.16) R-13 Wall (W.13.2x4.16) R-13 Wall (W.13.2x4.16) Int. Sep. Wall R-13 Int. Sep. Wall R-13 Int. Sep. Wall R-13 Int. Sep. Wall R-13 Int. Sep. Wall R-13 Roof R-6 Metal w/ R-13 Uncovered Slab PR I - 4 PR I - 4 PR I - 4 Training Room -12,15 Training Room -12,15 Training Room -12,15 Training Room -12,15 Training Room -12,15 Training Room -12,15 Training Room -12,15 Training Room -12,15 Restrm./Corr.-13,14,16 Restrm./Corr.-13,14,16 Restrm./Corr.-13,14,16 Restrm./Corr.-13,14,16 Restrm./Corr.-13,14,16 Restrm./Corr.-13,14,16 Storage - 17 Storage - 17 Secured Evidence - 18 Secured Evidence - 18 Secured Evidence - 18 Secured Evidence - 18 Toilet - 19 Toilet - 19 Toilet - 19 Toilet - 19 Office - 20,21 Office - 20,21 Office - 20,21 Office - 20,21 Office - 20,21 Inspection Area - 22 Inspection Area - 22 Inspection Area - 22 Inspection Area - 22 Inspection Area - 22 Inspection Area - 22 Inspection Area...- 22 Inspection Area.- 22 Inspection Area - 22 Inspection Area -- 22 --'L------------------------------------------------------------------------ Project Name: Building Renovation - J.E. McAMISDate: 4/13/1993 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 ----------------.----------------------------------------------------------- FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U -Val Azm Tilt Only Location/Comments --------------- ----- ------ -------- --- ---- ----- --------------------- 1 Wdw Back (S) 20.0 Metal No 0.72 180 90 0.88 PR I - 4 2 Wdw Front (N) 40.0 Metal No 0.72 0 90 0.88 Training Room -12,15 3 Wdw Front (N) 27.0 Metal No 1.28 -8 90 0.94 Office - 20,21 4 Wdw Back (S) 40.0 Metal No 0.72 180 90 0.88 Office - 20,21 5 Wdw Back (S) 20.0 Metal No 0.72 180 90 0.88 Office - 20,21 6 Wdw Front (N) 27.0 Metal No 1.28 -7 90 0.94 Inspection Area - 22 OVERHANGS/SIDE FINS --Window-- -----Overhang------ ---Left Fin--- ---Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------------------=----•------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 ---------------------------------------------- COMPONENT DESCRIPTION Assembly Name: Roof R-6 Metal w/ R-13 ------------------------------- Sketch of Construction Assembly- Assembly Type: Roof Assembly Tilt: 0 deg (Horizontal Roof) Framing Material: Metal Framing Spacing: O.C. Framing Percent: 5.0 Absorptivity: 0.70 Roughness: Smooth Plaster, Metal ASSEMBLY U -VALUE Th R -Value Construction Components Fr (in) Cavity Frame ------------------------------------------- Outside Air Film 0.060 0.17 0.00 0.17 0.00 . 1. Roofing, Sheet Metal 2. Insulation, Mineral Fiber, R-6 * 2.250 6.30 6.30 3. Insulation, Mineral Fiber, R-13 * 3.500 13.00 13.00 4. 5. 6. 7. 8. 9. Inside Air Film 0.61 0.61 -------------------------------------------------------------- Unadjusted R -Values 20.08 0.00 TOTAL U -VALUE.= 0.098 TOTAL R -VALUE = 10.21 Weight: 2.7 lb/sqft Heat Capacity: 0.34 ------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 ------------------------------------------------------------ COMPONENT DESCRIPTION ------------ - -----------A. �-------- I ------------ Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: Int. Sep. Wall R-13 Assembly Type: Wall Assembly Tilt: -90 deg (Vertical) Framing Material: Wood Framing Spacing: O.C. Framing Percent: 15.0 Absorptivity: 0.70 Roughness: Smooth Plaster, Metal ADJUSTMENT FOR FRAMING (1 /14.98) x (0.85) + (1 / 5.44) x (0.15) Weight: 6.9 lb/sqft Heat Capacity: 1.97 MENIMPIC:, TOTAL U -VALUE = 0.084 TOTAL R -VALUE = 11.86 Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Gypsum or Plaster Board 0.625 0.56 0.56 2. Insulation, Mineral Fiber, R-13 * 3.500 13.00 3.46 3. Gypsum or Plaster Board 0.625 0.56. 0.56 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 --------------------------------------------------------------------------- Unadjusted R -Values 14.98 5.44 ADJUSTMENT FOR FRAMING (1 /14.98) x (0.85) + (1 / 5.44) x (0.15) Weight: 6.9 lb/sqft Heat Capacity: 1.97 MENIMPIC:, TOTAL U -VALUE = 0.084 TOTAL R -VALUE = 11.86 ------------------------------------------•--------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 ---------------------------------------------------------------------------- ANNUAL SOURCE ENERGY USE (KBtu/sqft-yr) Calc: DOE -24 (COMPLIANCE) Standard Proposed Compliance Energy Component Design -------- Design -------- Margin ---------- ------------------------ Space Heating 20.01 25.02 -5.01 Space Cooling 14.62 14.55 0.07 HVAC Fans & Pumps 5.61 5.57 0.05 Domestic Hot Water 3.65 3.65 0.01 Lighting 39.48 29.79 9.69 Receptacle 16.64 -------- 16.64 -------- 0.00 ---------- TOTALS 100.02 95.23 .4.80 *** BUILDING COMPLIES *** OPTIONAL CAPABILITES AND SPECIAL COMPLIANCE INFORMATION Payne 373LAV0600.90: Economizer Installed on HVAC < 75,000 btuh or < 2500 CFM Cooling Tower: An Approach Temp of 0 has been Selected Value Entered = 0.0 `---------------------------------------�--------------------------------- --•Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Address: 3145 Southgate Chico, CA 95928 Building Permit No Lighting Designer: Checked by / Date Documentation: Energy Calculation Services COMPLY 24 User 2772 ----------------------------- --------------------------------------------- GENERAL INFORMATION Date of Plans:4 (3 q3 Building Conditioned Floor Area: 7678 sf Building Type:' No re idential Climate Zone: 11 Phase of Construction: 0 New Construction 0 Addition 0 Alteration Method of Lighting Compliance: Performance - COMPLY 24 v 4.10 STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building lighting requirements. The Principal Lighting Designer ing design represented in this with the other compliance forms and with any other calculations The proposed building has been contained in sections 110, 119, Please check one: hereby certifies that the proposed build - set of construction documents is consistent and worksheets, with the specifications, submitted with this permit application. designed to meet the envelope requirements 130 through 132 and 146 or 149. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer electrical engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER / C 44(iature) (Lic. #) (Date) LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: .Project Name: Building Renovation -.J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services ICOMPLY 24.User 2772 --------------------------------------------------------------------------- INSTALLED LIGHTING SCHEDULE No of Watts/ Ballast Ballasts/ No of Note to Name ----- Lamp Type ------------ Lamps Lamp ------ Type Luminaire Fixt. Field Incandescent ------ 1 75 ---------- n/a --------- n/a ----- 1 ------- A Fluorescent 2 40 Standard 1.0 12 B Fluorescent 2 40 Standard 1.0 15 C Fluorescent 2 96 Standard 1.0 11 D Fluorescent 2 40 Standard 1.0 1 Ex. Incandescent 1 60 n/a n/a 4 Ex. HID 1 400 Standard 1.0 7 MANDATORY AUTOMATIC CONTROLS Control Note to Control =--------------- Location ------- ID Control --------------- Type Space ---------------------= Controlled Field ------- CONTROLS FOR CREDIT Control Control Location ID Control Type Space Controlled ---------------- ------ --------------- ---------------------- Note to Field ------------------------------------------•--------------------------------- -Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- ACTUAL.LIGHTING POWER No of Watts Total Name Description Lumin per Default ------------ Watts ----- ----- ----------------------------------------- 75 w Surface Mount Incandescent ----- 1 75.0 ✓ 75 A 48" T-12 Rapid Start /2 Lamp 12 86.0 �— 1032 B 48" T-12 Rapid Start /2 Lamp 15 86.0 ✓ 1290 C 96" Slimline /2 Lamp 11 158.0 _V 1738 D 48" T-12 Rapid Start /2 Lamp 1 86.0 V 86 Ex. 60 w Wall Mount Incandescent 4 60.0 ✓ 240 Ex. 400 w High Pressure Sodium 7 469.0 ✓ 3283 SubTotal 7744 Less Control Credits (LTG -3) 0 Total Proposed Watts 7744 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY SPACE Space Name PR I - 4 •Training Room -12,15 Restrm./Corr.-13,14,16 Storage - 17 Secured Evidence - 18 Toilet - 19 Office - 20,21 Inspection Area - 22 Occupancy Office Classroom Corridor/Restroom Other Industrial Storage Corridor/Restroom Office Industrial Work TOTALS Modelled Floor LPD Area (w/sf) ----------- 137 1.255 704 1.572 261 1.579 146 1.178 184 1.402 105 0.819 435 1.186 5706 0.880 7678 1.009 Total Tailored (watts) (watts). 172 0 1107 0 412 0 172 0 258 0 86 0 516 0 5021 0 7744 0 * Note: Tailored Allotment requires supporting documentation on form LTG -4. J - - - - v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•- - - - - - - - Project Name: Building Renovation - J.E. McAMIS Address: 3145 Southgate Chico, CA 95928 Mechanical Designer: -------------------- Date: ------------------Date: 4/13/1993 (Building Permit No Checked by / Date Documentation: Energy Calculation Services ICOMPLY 24 User 2772 ------------------------.--------------------------------------------------- GENERAL INFORMATION Date of Plans: 4 1-s6 3 Building Conditioned Floor Area: 7678 sf Building Type: Nonresidential Climate Zone: 11 Phase of Construction: 0 New Construction 0 Addition O Alteration Method of Mechanical Compliance: Performance - COMPLY 24 v 4.10 Proof of Envelope Compliance: 0 Previous Permit 0 Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been.. designed. to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that.I am a civil engineer mechanical engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following rea n: PRINCIPAL MECHANICAL DESIGNER 4((SiAganat4rAe) t:-," (Lic. #) (Date) MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: ---------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------- ------------------- SYSTEM FEATURES Zone Name . Office Zone Time Control 5 Setback Control Both # of Isolation Zones 1 HP Thermostat n/a Electric Heat n/a Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation P OA Damper Control G Economizer Type Fixed Temp (Integrated) Outdoor Air CFM 458 Heat Equip Type Gas Furnace Make & Model No. Payne 373LAV060090 Cool Equip Type DX Make and Model Payne 593CP060 Code Tables Inspection Stations 5 Both n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp /J WA No Economizer 856 Gas Furnace LENNOX LF24-75A DX No Cooling -------------------------------------------..------ Time Control Ventilation OA Damper S:Prog Switch B:Air Balance A:Auto O:Occ Sensor C:OA Cert. G:Gravity_ M:Man Timer M:OA Measure D:Demand Cont N:Natural Note to Field ------------------------------------------•--------------------------------- 'Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- DUCT INSULATION System Name ----------------------- Payne 373LAV060090 LENNOX LF24-75A Type Duct Location Heating Ducts in Attic Cooling Ducts in Attic Heating Fan / No Ducting Cooling Fan / No Ducting PIPE INSULATION Insul System Name Pipe Type Required --------------- Payne 373LAV060090 iu/A Y LENNOX .LF24-75A Y / N Duct Tape Insul Note to Allowed R -Val Field ------- ------------ © / N' 4.2 ® / N , 4.2 Y / N 0.0 Y / N 0.0 Note to Field NOTES TO FIELD - For Building Department Use Only --------------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- PLANT EQUIPMENT SUMMARY Fuel Elec Total No. Input Input Output Equipment Name Equipment Type Sys (KBtu) (KW) (KBtu) ------------------------------------------ --- ------ ------ ------ Std Gas 50 gal or Less Gas Fired 1 40.0 0.0 .31.2 CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type ---------------------------------------- --- --------------------------- 1 Payne 373LAV060090 Split FAU-A/C 1 Fixed Temp (Integrated) 2 LENNOX LF24-75A Split FAU-A/C 4 No Economizer CENTRAL SYSTEM RATINGS Sys ------- Heating ------------------ ---------------- Cooling ---------- No Type Output Aux KW EFF Type Output Sensible EER SEER ------------------------ ---- -------------------------- ----- ----- 1 Gas Furnace 94000 0.0 0.80 DX 54000 47100 9.10 10.10 2 Gas Furnace 60750 0.0 0.78 DX 0 0 8.50 10.00 CENTRAL FAN SUMMARY ------------ Supply Fan ----------- ---- Return Fan --- Sys Mtr Dry Mtr Dry No Fan Type Motor Location CFM ----- BHP Eff Eff CFM .'BHP Eff ------ --- --- ----- ----- --- Eff --- -------------------------------- 1 Constant Volume Draw -Through 1100 0.25 64 100 None 2 Constant Volume Blow -Through 1200 0.05 49 100 None ZONAL_ FAN SUMMARY -------- Zonal Fan ------------ Exhaust Fan ----- Mtr Dry Mtr Dry Space Name No CFM -- ----- BHP ------ Eff Eff No CFM ---- ---- -- ----- BHP Eff ------ ---- Eff ---- ----------------------- PR I - 4 None None Training Room -12,15 None -None Restrm./Corr.-13,14,16 None None Storage - 17 None None Secured Evidence - 18 None None Toilet - 19 None None Office - 20,21 None None Inspection Area - 22 None None --'----------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date. 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- VENTILATION SUMMARY BY SPACE Tran Floor sqft CFM Min Design sfer Space Name T Occupancy Area /Occ /Occ ---- CFM ---- CFM CFM ------ ---- ----------------------- PR I - 4 -------------- Office ----- 137 ---- 143 21.5 21 21 Training Room -12,15 Classroom 704 40 15.2 268 268 Restrm./Corr.-13,14,16 Corridor/Restr 261 200 30.0 39 39 Storage - 17 Other 146 143 21.5 22 22 Secured Evidence - 18 Industrial Sto 184 500 75.0 28 28 Toilet - 19 Corridor/Restr 105 200 30.0 16 16 Office - 20,21 Office 435 143 21.5 65 65 Inspection Area - 22 Industrial Wor 5706 100 15.0 856 856 TOTALS 1314 1314 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values. ----------------------- -------------J-E. McAMIS�-- ------Date: 4/13/1993 Project Name: Building Renovation - COMPLY 24 User 2772 Documentation: Energy Calculation Services ------------------- ------------------------ HVAC ZONE DESCRIPTION NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. Office Zone HVAC Zone Name: Payne 373LAV060090 Heating System Name: Payne 593CP060 Cooling System Name: 1 System Multiplier: All On Load Calcs Fan Schedule: COINCIDENT Peak Load Method: 50 Relative Humidity: COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT ----------------------- PR I - 4 (Jan 12am) 2660 (Aug 2pm) 2pm) 3147 18442 102 -1168 Training Room -12,15 (Jan 12am) 12am) 19162 3201 (Aug (Aug 2pm) 3546 -370 Restrm./Corr.-13,14,16 (Jan (Jan 12am) 1589 (Aug 2pm) 1745 -164 Storage - 17 Secured Evidence - 18 (Jan 12am) 2112 (Aug (Aug 2pm) 2pm) 2180 1071 -319 -133 Toilet - 19 (Jan 12am) 12am) 2065 9255 (Aug 2pm) 10731 -561 Office - 20,21 (Jan _ ------ TOTAL SPACE LOAD __ 40044 40862 -2817 4004 4086 Duct Gains & Losses: 0 Return Air Lighting Gain --___ ------ ------- TOTAL SYSTEM LOAD -- ----- 44048 44948 -2817 SYSTEM OUTPUT AT DESIGN CONDITIONS 94000 46313 5826 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. 13 Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Heating AirFlow: Cooling AirFlow: PR I - 4 COOLING HEATING SENSIBLE LATENT ------- -------- ------ Jan 12am.. Aug 2pm 70 F DB 78 F DB 50 o RH 27 F DB 102 F DB 69 F WB Quantity Btu/hr ------- Btu/hr ------- Btu/hr ------- ------------ 80.0 sqft 304 226 20.0 sqft 619 216 0.0 sqft 0 0 137.0 sqft 205 78 0.0 sqft 0 0 0.0 sqft 0 0 137.0 sqft 440 0 0.0 sqft 0 0 0.4 AC/hr 421 235 -113 20.0 sqft 0 1175 1.3 w/sf 0 556 0.1 w/sf 0 47 0.0 w/sf 0 0 1.0 occs 0 240 192 15.2 cfm/ 671 375 -180 SPACE LOADS ------- 2660 ------- 3147 ------- -102 2660 Btu/hr / [1.07 x 35 F DeltaT)) = 3147 Btu/hr / [1.07 x 23 F DeltaT)J = 71 cfm 128 cfm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 -------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Training Room -12,15 COOLING HEATING SENSIBLE LATENT ------- -------- ------ Jan 12am. Aug 2pm 70 F DB 78 F DB 50 o RB 27 F DB 102 F DB 69 F WE Quantity Btu/hr Btu/hr ------- Btu/hr ------- ------------ 262.0 sqft ------- 997 536 40.0 sqft 1238 428 40.0 sqft 194 106 704.0 sqft 1051 396 0.0 sqft 0 0 0.0 sqft 0 0 704.0 sqft 1188 0 0.0 sqft 0 0 0.4 AC/hr 2163 1207 -581 40.0 sqft 0 783 1.6 w/sf 0 3552 0.1 w/sf 0 240 0.0 w/sf 0 0 17.6 occs 0 4312 2728 15.2 cfm/ 12330 6882 -3314 SPACE LOADS ------- 19162 ------- 18442 ------- -1168 Heating AirFlow: 19162 Btu/hr / [1.07 x 35 F DeltaT)] = 511 cfm Cooling AirFlow: 18442 Btu/hr / [1.07 x 23 F DeltaT)] = 748 cfm --------------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Heating AirFlow: Cooling AirFlow: Restrm./Corr.-13,14,16 COOLING HEATING SENSIBLE LATENT ------- -------- ------ Jan 12am Aug 2pm 70 F DB 78 F DB 50 o RH 27 F DB 102 F DB 69 F WB Quantity Btu/hr ------- Btu/hr ------- Btu/hr ------- ------------ 58.0 sqft 221 122 0.0 sqft 0 0 0.0 sqft 0 0 261.0 sqft 390 157 0.0 sqft 0 0 0.0 sqft 0 0 261.0 sqft 0 0 0.0 sqft 0 0 0.4 AC/hr 786 439 -211 0.0 sqft 0 0 1.6 w/sf 0 1405 0.1 w/sf 0 89 0.0 w/sf 0 0 1.3 occs 0 326 326 30.0 cfm/ 1804 1007 -485 ------- SPACE LOADS ------- 3201 ------- 3546 -370 3201 Btu/hr / [1.07 x 35 F DeltaT)] = 85 cfm 3546 Btu/hr / [1.07 x 23 F DeltaT)] = 144 cfm � 1 ------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: Storage - 17 COOLING DESIGN CONDITIONS HEATING SENSIBLE LATENT ------ -------------------- Peak Hour: ------- Jan 12am. -------- Aug 2pm Indoor Conditions: 70 F DB 78 F DB 50 o RH Outdoor Conditions: 27 F DB 102 F DB 69 F WB LOAD COMPONENT Quantity Btu/hr Btu/hr Btu/hr ------- --------------------- Wall Conduction ------------ 0.0 ------- sqft 0 ------- 0 Window Conduction 0.0 sqft 0 0 Door Conduction 0.0 sqft 0 0 Roof Conduction 146.0 sqft 218 88 Skylight Conduction 0.0 sqft 0 0 Floor Conduction 0.0 sqft 0 0 Slab Conduction 146.0 sqft 0 0 Interior Conduction 0.0 sqft 0 0 Infiltration 0.4 AC/hr 359 200 -96 Solar Gain 0.0 sqft 0 0 Lighting , 1.2 w/sf 0 587 Receptacle 0.1 w/sf 0 50 Process 0.0 w/sf 0 0 Occupants 1.0 occs 0 255 204 Ventilation 21.5 cfm/ 1012 565 -272 SPACE ------- LOADS 1589 ------- 1745 ------- -164 Heating AirFlow: 1589 Btu/hr / [1.07 x 35 F DeltaT)] = 42 cfm Cooling AirFlow: 1745 Btu/hr / [1.07 x 23 F DeltaT)] = 71 cfm - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: Secured Evidence - 18 COOLING DESIGN CONDITIONS HEATING SENSIBLE LATENT -------------------- Peak Hour: -----=- Jan 12am. -------- Aug 2pm ------ Indoor Conditions: 70 F DB 78 F DB 50 % RH Outdoor Conditions: 27 F DB 102 F DB 69 F WB LOAD COMPONENT Quantity Btu/hr Btu/hr Btu/hr --------------------- Wall Conduction ------------ 0.0 sqft ------- 0 ------- 0 ------- Window Conduction 0.0 sqft 0 0 Door Conduction 0.0 sqft 0 0 Roof Conduction 184.0 sqft 275 111 Skylight Conduction 0.0 sqft 0 0 Floor Conduction 0.0 sqft 0 0 Slab Conduction 184.0 sqft 0 0 Interior Conduction 0.0 sqft 0 0 Infiltration 0.4 AC/hr 565 316 -152 Solar Gain 0.0 sqft 0 0 Lighting 1.4 w/sf 0 880 Receptacle 0.1 w/sf 0 63 Process 0.0,w/sf 0 0 Occupants 0.4 occs 0 101 175 Ventilation 75.0 cfm/ 1272 710 -342 SPACE LOADS ------- 2112 ------- 2180 ------- -319 Heating AirFlow: 2112 Btu/hr / [1.07 x 35 F DeltaT)] = 56 cfm Cooling AirFlow: 2180 Btu/hr / [1.07 x 23 F DeltaT)] = 88 cfm --------------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS IDate: 4/13/1993 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Heating AirFlow: Cooling AirFlow: Toilet - 19 COOLING HEATING SENSIBLE LATENT ------- -------- ------ Jan 12am Aug 2pm 70 F DB 78 F DB 50 o RH 27 F DB 102 F DB 69 F WB Quantity Btu/hr Btu/hr ------- Btu/hr ------- ------------------- 0.0 sqft 0 0 0.0 sqft 0 0 0.0 sqft 0 0 105.0 sqft 157 63 0.0 sqft 0 0 0.0 sqft 0 0 105.0 sqft 924 0 0.0 sqft 0 0 0.4 AC/hr 258 144 -69 0.0 sqft 0 0 0.8 w/sf 0 292 0.1 w/sf 0 36 0.0 w/sf 0 0 0.5 occs 0 131 131 30.0 cfm/ 726 405 -195 ------- SPACE LOADS 2065 ------- 1071 ------- -133 2065 Btu/hr / [1.07 x 35 F DeltaT)] = 55 cfm 1071 Btu/hr / [1.07 x 23 F DeltaT)] = 43 cfm f - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Office - 20,21 COOLING HEATING SENSIBLE LATENT ------- -------- ------ Jan 12am Aug 2pm 70 F DB 78 F DB 50 % RH 27 F DB 102 F DB 69 F WB Quantity Btu/hr Btu/hr ------- Btu/hr ------- ------------ 260.0 sqft ------- 989 736 60.0 sqft 1858 647 0.0 sqft 0 0 435.0 sqft 650 247 0.0 sqft 0 0 0.0 sqft 0 0 435.0 sqft 1408 0 0.0 sqft 0 0 0.4 AC/hr 1337 746 -359 60.0 sqft 0 4092 1.2 w/sf 0 1672 0.1 w/sf 0 148 0.0 w/sf 0 0 3.0 occs 0 760 608 21.5 cfm/ 3014 1682 -810 SPACE LOADS ------- 9255 ------- 10731 ------- -561 Heating AirFlow: 9255 Btu/hr / [1.07 x 35 F DeltaT)] = 247 cfm Cooling AirFlow: 10731 Btu/hr / [1.07 x 23 F DeltaT)] = 435 cfm fw - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Project Name: Building Renovation - J.E. McAMIS (Date: 4/13/1993 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Inspection Stations Heating System Name: LENNOX LF24-75A Cooling System Name: No Cooling System Multiplier: 4 Fan Schedule: Day Fans STD Peak Load Method: COINCIDENT Relative Humidity: 50 COOLING SPACES IN THIS ZONE PEAK HEATING PEAK SENSIBLE LATENT ----------------------- ----------- ----------- ------ Inspection Area - 22 (Jan 12am) 143933 (Aug 2pm) 102439 8017 ------- -------- ------ TOTAL SPACE LOAD 143933 102439 8017 Duct Gains & Losses: 0 0 Return Air Lighting Gain 0 ------- -------- ------ TOTAL SYSTEM LOAD 143933 102439 8017 SYSTEM OUTPUT AT DESIGN CONDITIONS 243000 0 0 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. ..--------------------------------------------------------------------------- Project Name: Building Renovation - J.E. McAMIS Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Ventilation Inspection Area - 22 COOLING HEATING SENSIBLE LATENT ------- -------- ------ Jan 12am Aug 2pm 70 F DB 78 F DB 50 % RH 27 F DB 102 F DB 69 F WB Quantity Btu/hr Btu/hr ------- Btu/hr ------- ------------ 4580.0 sqft ------- 17308 8913 0.0 sqft 0 0 452.0 sqft 20112 8292 5706.0 sqft 24021 9788 0.0 sqft 0 0 0.0 sqft 0 0 5706.0 sqft 11484 0 0.0 sqft 0 0 0.4 AC/hr 31559 17615 -8483 0.0 sqft 0 0 0.9 w/sf 0 15252 0.3 w/sf 0 4869 0.0 w/sf 0 0 57.1 occs 0 15691 27103 15.0 cfm/ 39449 22018 ------- -10604 ------- SPACE LOADS ------- 143933 102439 8017 Heating AirFlow: 143933 Btu/hr / [1.07 x 35 F DeltaT)] = 3837 cfm Cooling AirFlow: 102439 Btu/hr / [1.07 x 23 F DeltaT)] = 4155 cfm - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . Project Name: Building Renovation - J.E. McAMIS (Date: 4/13/1993 Documentation: Energy Calculation Services COMPLY 24 User 2772 --- ----------------------------------------------------------------------- DOE-24 (NON-COMPLIANCE) RESULTS NOT CALCULATED MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift r` Cl M ERCIAL � s . i 40-40-72 390-90B,P,E,M f! McAMIS, J.E. i 4 3125 Southgate Lane, Chico (new office/warehouse) FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceiliri s 441 114 22'(.2s P-'1 OFFICE COPY r Address i GAS Meter By a e LELECTRIC I Meter By LE 61— Date 4� JOB FINALE Signature CERTIFICAI Signature. J =-04 O = Not OK - = Not Applicable COMM E = Not Ready Date UN RFLOOR Plans OK except #'s _ oning-Setbacks- Ease men ts-Flood-Slope-Soil Report Ftg., Main; Soils-Ufe nd.-Ftg. Depth 127- 3 Hold Downs -Bolts -Straps -Embedment -Hams 4, GeFiepste 1261 SP. insp.-Loc. ® Stemwalls, Main; Steel -Bloc kouts-Wrapped SX einf. Steel -Grade -Placement QZSla Steel -Wrapped- re Mesh iers-Steel . D.W.V.; Fall -Fitting- est -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 b Date Card B-1 Date 5KCard 13-1 Date Card B-1 Date PL GING Permit OK except #'s Water Htr.; Vent -Access -Combustion Air -Baffle eater Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor -Nail Protection p . Handicap -W/ -Backing Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s M. fixture & Transformer Clearance -Ins. Protection ingle Phase-FHrauxhase-Equip. Bond Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J .2 J9quip. Ground made up w/Mech. Fastner - and Gas & Wate firing -90° -Protected -Color Coded Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI V onduit-G.F.I.-Susp. Ceiling �jrvice-Riser Conductors & Ground -Main Disconnect V Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 b 9 D Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 .C. Ducts Insulation & Support ent Fan; Exhaust above insulation _O.,zondensate Drain & Overflow; Size & Grade . Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Fi.V.A.C.-Ventilation-Roof Access W. Smoke & Fire Dampers Date J& Card B-1 ,S/,SCYCfv Date Card B-1 Date >A_ Card B-1 [y/ Z Izfa Date' Card B-1 Date Sils, Proper MWrial A R -Hold iYowns V. alls Studs -Nailing, Spacing & Bracing -Plates -Sound earinq Walls over Girders & Floor Nailing in Walls (rat Furred Ceili 45! Headers & Beam -Size & Bearina-Su000rt Fix. RCIAL Date FRAMING (Continued) Aangers-Post Caps -Anchors -Connectors IV,Roof Shthing-Nailing-Diap.Chord Splice 4d P rewal l -Doo rs-Area-Occ p. -Prop. . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles cement -Support 51. Steel Buildings-Purlin-Girders 9 roperty Line Firewall & Openings ,A4ff1 Ext. Doors -Handicap Access Piqe-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers X66./Siding-Nailing Veneer �?"5tUcco Mesh -Drip Screed -Fd. Vents-Underflr. Access , Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. C-S9.Xhear Walls -Plywood-Nailing-Conn to Roof . JR/sulation-Walls-Ceilings 64: Infiltration -Walls -Windows ire Protection -Framing Date 59 Card B-1 ibate Card B-1 Date %F, Card B-IqV. ffd Date Card B-1 Date FINA Plans OK exce t #'s Wxt. Steps -Door & Sidelight Protection -Landings W. its -Size -Num ber-Placement . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection mg-Seismic-Wires-Elec-Light & Mech. Q0.' EI$c. Trim & Subpanel; Breaker Sizes & Labels V1 Ejdc. Outlets at Wood Panel; Int. & Ext. 1U7/9Vtr. Htr.; Vents -Clearance -Comb. Air-Connector-�/ . Above Floor-Mech. Protection . Pib., Elec. & Mech. Equip. Listed for Location I sulation-Foam-Looked in Attic ❑ Yes uard Rails & Deck Construction -Post Caps . F n. Vents & Crawl Hole Door -Drainage & Wood -Earth learance Lo ked under Floor ❑ Yes 96,Stucco; B n -Finish .C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to /Openings Water Well; Disconnect, Electrical, Plumbing ,Exterior Elec. Trim; G.F.I. Receptacle -Underground bI91f Site -Parking -Handicap 88, lass Protection . C rrections from Previous Inspections t -Meters Tagged; Ger--Electric ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 8 . e -Fire Rating Date Card B-1 S Date Card B-1 Date 1 3 v / Card B-1 S Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle r- Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE °1 X96-�� OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wh correction of work is completed. If you have any question pertaining to this tter, or need additional explanation, please contact this office immediately. Date Inspector 4 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville - Phone: 538-7541 747 Elliott Road, Paradise — Phone: 8712-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when f orrection of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ER - 96 PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mayfer, or need additional explanation, please contact this office immediately. /'T.�0I Inspector Owner: Permit No. E.N E R G Y CERT IF I CAT ION 325 Southgate, Chico ,.Ca. LOCATION dk DESCRIMON OF INSIIIATION ROOF Material Thickness (incites)_ EXTERIOR WALL Material Fiberglass Qalls Tltickness(incites) 64" A. P. No. Brand Name Thermal Resistance (R Value)_ Brand Name Owens-C�rnina Thermal Resistattce(R Value) RI9_____ CEILING Batt or Blanket Type Brand Name ThioknBlanket Ts) Thermal Resietance(R Value) d Name Owens Loose Fill Type Ejbp- U1aSs Brea(nrnin0 Hinimum Thickneep(Inches)_32 3/L' Number of Beget_ Wt. per beg 35 _. Area covered(ft.l) 1938 Thermal Resistance(il Value) _ FLOOR, ELEVATED Material Thickness (incites) FLOOR, SLAB Material Thicknees(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Nome Thermal Resistence(R Vdlue), Brand Name .1•11ermal Reeletance(R Value) Brand Name Thermal, Resistance(R I hereby certify that the above insulation was installed in tits above buildips in conformance with tits State of CalifornZa Energy Requirements. LOEWE- INSIJI_A T ION CO., INC. 499150 F NAW /OWNER _ 3TATE CONTRACTOR S LICENSE NO. January 28 1991 41�0�NAURKOF'INSTALLATI APPI.ICATOR DATE I hereby certify the above Insulation and all required Items ae shown on the Building Department approved plana and attachments have been installed. an. required by lite State of California Energy Requirements. .. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of. California. �e P ^-Lw' _ _ 9 l s-1 i, z 6 - FIRM NAME/OWNER (Please print) S'rATE CONrRACTORtS LICENSE NO. Z- ---Sf!bHkYURE OFENERAI ,ONrRACTOR (iGAhvR DTE TIAs CERTIFICATE MAST 8E ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING, January 1984 OWNER'S NAME: /AI ,4.1 t AS LVED PERMIT NUMBER: A . P . # : DATE 316A0 ❑ RESIDENTIAL ❑ NON RESIDENTIAL RECEIVED BY K/ TIME �BIIs ---------- REQUIRED PRIOR TO PERMIT ISSUANCE "0 FROM DATA SHEET ® REQUESTED BY PLAN CHECKER ❑ -OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE ❑ YES ❑ NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, --------------------- PROCESS AS FOLLOWS: Mail to owner (Address) Mail to contractor (Name and Address) ./ Call ` / and hold for pickup at office. Deliver with next inspection. REVISED PLAN CHECK PAID: $15.00 $30.00 Additional Fees Not Required ��,:,._.:��--�:v—_" ;,,"fit -~.„•x�,»�• r:•„2ct� rxri�'� -.�, ,'w_=%*s"!r"F.�z-, -•-'�"�k xxv:"¢ t Y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY. This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 390-90 for the following: Use Classification Office/Warehouse Address or Location 3125 Southgate Ln. , Chico, CA 95926 Group B-2 occupancy; Type VN construction. It is hereby certified for the occupancy described above and may be occupied. Date 1/30/91 Director of Pub'�lic��%%Works by //Lk POST IN A CONSPICU., S PLACE tvver) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous -place and is not to be removed by other than the Building Inspector. -COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE Of OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 3-9-9— f99 thollowing: , Use CIsT4 do fice arehouse ls or Lon 5 Southgate Lane Chico Gru¢ cupancy: Type VN construction. It i her by c4�tified_'o�the described above and may be occupi S `V Director of Public orks Date '318/ 90 by POST IN A CONSPICUO • PLACE (Over) .NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIOI,AND PERMIT PERMIT NO/"� g e E' it ASSESSOR PARCEL NUMBER 40-40-72 ZONIN'l.i M2 BUILDING PERMIT OWNER J. E. McAmis TELEPHONE 891-5061 SO. FT. DCC. BUILDING VALUATION OWNER'S MAILING ADDRESS o 302 3,020.00 CORACTOR'SN MEto NT same TELEPHONE 7 B 135,000.00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is 227.292.00 - Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 753-00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ 376.50 Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1�!�SQIjthgate Ln. Permit fee $ 1154.50 PLUMBING PERMIT Filing Fee 10.00 Chico Each Trap 5 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 3 — Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other offi rP.JwarPhnllcP SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5-00 Mobile Home S I G W 10.00e TYPE OF WORK New Addition Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: office warehouse _ Permit Fee $ Contractor - ELECTRICAL PERMIT Filing Fee 10:00 100V OR LESS Main service11 100 AMP OR LESS 10 00 10.00 Main service EA. ADD'L 100 AMP 2.50 v7 J50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): © I am licensed under provisions Of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. � g14 Z Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.&) OR ACDNS. ( ACC. BLDGS. I 2/20sgft NEW CONSTR MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea 37.50 POWER APPARATUS IN (SINGLE OUTLET CIR. 0 Ex. Occup(OUTLETS OR FIXTURES 2019500 9AL930 EX. OCCUp. OUTLETS PIRESID IFIXED APLNS.REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 65.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. n I have placed on file with the County of Butte Building Department U� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 100,000 7-50 Cooling 11.00 Hood 3.00 Ventilation .001 9.00 Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabil' s, judgments, costs, and expenses which may in any way accrue against ai County in c se nee of the granting of this per it. G X Date Signature Cf Applicant — Owner Contractor 0 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspec ion Fee $ -00 c cos v e OTAL FXt$ 17.00 HnV_ V� C PAR SCHJ WDA R PD HD I u This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC ev — PE MIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date -T 19— rReceiptNo, 58666 TE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEP®ARTMENTrOF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORL35965 - TELEPHONE: 916/538-7541 jam. , _r PERMIT APPLICAT1ONZATA SHEET 01 iIr Permit No. OWNER /" 1 J V"v-a A. P. No. !I U' —qUP- 7_ Proposed Building Use /iA2F i%FGt .F Building Inspector Date �? o At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... Plot plans in duplicate/triplicate, signed by preparer of plans ........ Complete plans in duplicate/triplicate, signed by preparer of plans .. Complete engineered plans and calcs, with wet signatur , n Ian `f Hazardous Material FormcYYo,,Qs� �.uzuruva.a�dk�9a..���.�41 Energy Design Compliance and supporting document on ......... Statement of Intent for Non -Heated and AC Buildings . Q U Engineered truss details and layout in duplicate (required prior to plan check) - r installation data including manufacturer's ' ation w. instructions .................................... ........ .... Fees of $ : . Chico Urban Area fees paid ..... ��0..1 Park fees paid .................................... ..... C Gy 90 School District fees pai .. ........... . Sanitation approval from e2dZ CU Health Department City of Chico plumbing permit ..................................... Plot plan and business license approval from City of (see City for other requirements) z r Planning approval for (A) Use: (B) Parking: Improvements may be required. Contact Land Developmen ection DRWsea,k to k,J 17e4• Driveway permit (construction approval required prior to occupancy) — 2 "t Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... , Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... Letto of IgeU`h�riiC�Tr�� ............................... to _ 19. 20. 21. 22. When you issue the permit, process as follows Mail to owner. Mail to contractor. Telephone S�.aSd� and hold for pickup at QU office. Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. _ 2. Additional items required: Contractor,esi , owner, was advised of above required data by—phone 1-49—counter by .date L Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by �/� Date Sets of plans on hold in . File cabinet AP folder Copy—DPW of-► TO .Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance J - 7(-/ Owner Locationa» AP.# v Plan Approved for: Sewage Disposal ._� Water Supply Hold final for:. Water Supply Final clearance O.R. for: WaterSupply Clearance for bedroom mobile home. Other NOTE * ,� �f San tartan Date J.E. McAMIS INDUSTRIES J.E. McAMIS, INC. Heavy Construction & Marine Contractors 3097 South Gate Lane • Chico. CA 95928 (916) 891-5061 FAX No. ( 916) 891-0904 TO WHOM IT MAY CONCERN We hereby grant Gene Camp authority and permission to obtain all necessary permits for the purpose of the construction of an office and storage building located at the corner of South Gate Lane and South Gate Court. JQVn E. McAmis Dated: - /�QO Renee C. McAmis Dated: L�/ ��7� r7 COUNTY OF, BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Bruno & Hawkins DATE 2/23/90 20 Constitution Drive Chico, CA 95926 RE: Permit application #390-90'for J.E. McAmis46o46i�e2/whse) A. P. # With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable'to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). sets of plans in accordance with the changes marked in red. x Sanitation approval from Butte County Health Department at: XXx 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. /XXL OTHER SEE ATTACHED LIST Should you have any questions concerning the above, please contact John Henry of this office. 916-538-7541) Yours very truly, between 3 --- 5pm JFG/aj William Cheff Director of Public Works i' Glander Chief Building Inspector PROVIDE ADDITIONAL INFORMATION Provide complete code analysis which addresses occupancy allowable area, type op construction and fire resistive construction per 1988 U.B.C. Provide complete truss calculations and details for mono trusses. Coordinate girder truss setback on plans with calculations. Ze:'p S r14 Coordinate top chord size noted on plans with truss calcs. YO/4 Provide calcs for flexural strength of grade beam to resist column thrust and uplift. Detail reinforcement location which conforms to design requirement. Provide design and detail for reduced shear capacity of anchor bolts "\ for 5" gage, per U.B.C. Section 2624(a). Revise shear wall type 13 to be plywood or revise coefficient accord- ingly. i Provide mandoor location (exit) at warehouse building. GU�D/dA511/e/ 'Provide complete details for transfer of lateral loads from roof diaphram to foundation. Fill out and return hazardous material survey form (enclosed). Contact Butte County Land Division for Improvement requirements. The parcel lies within a F.E.M.A. Flood Zone. Engage a Civil Engineer to establish the 100 year flood elevation. Building floor level is to be above this elevation. Fill out and return non-heat/non-cool form for warehouse (enclosed). Provide a note on plans which addresses U.B.C. Section 302(c) and 306(f) as required. John Henry sr�6 E116n 42 r f i -- uM-I'W�t.� ? i • ___......_._.__.70_._2 ..oa._-._ .._.__.. _ .__-----__._.. - ...OG��DL�C�O�1 G-JG�C�G;]-OM�G L-3MDd DDG`I C� G�0�3 . JOHN MCAMIS S — CN I CO, . CA is Or� ,. i , ' \ BRUAAio l qfs, SIp n� uj u 10 36 �I qrF OF CA4a��� Glenn Bruno crallat Arebiteets & Planners Gary Hawkins crcul.cl 21 cculltili.c Ic446 sales cc. 15,926 [fl[1 ifS-1115 Fire 9 Sound Rating STC. GA File No. I ASSEMBLY DESCRIPTION SKETCH AND DESIGN DATA Fire Sound WP 1240 Gypsum Veneer Base, Veneer Plaster, Metal Studs One layer 1/2" type X gypsum veneer base applied parallel or at right angles to each side of 21/2" metal studs 24" o.c. with 1 Type S drywall screws 81' o.c. to edges or ends and 12" o.c. to in- termediate studs. Omit screws in top and bottom runners. Stag- ger joints 24" o.c. each side. 1/16" gypsum veneer plaster applied over both sides. Sound tested with 311 glass fiber in stud space Thickness: 3%" Limiting Height: 1418" Approx. Weight: 5 psf Fire Test: UC, 8-5-63; UC, 11-1-63; 40 and with studs 16" o.c. (NLB) UC, 5-31-66 Sound Test: G & H NG -269F7,12-20-65 to WP 11290 Gypsum Lath, Gypsum Plaster, Metal Studs 1/2" 1:2 gypsum -sand plaster applied over each face of I/211 plain gypsum lath attached with 1" Type S screws, 3 per stud per lath width, or with 12 gage wire clips at right angles to each side of 21/211 metal screw type studs spaced 24" o.c. End joint clips at lath corners. (NLB) Thickness: 41/2" Limiting Height: 9'211 Approx. Weight: 15 psf Fire Test: FM WP -53, 11-29-66 44 Sound Test: NGC 2061,10-24-66 HR WP 1310 Solid Gypsum Wallboard One layer 1/211 regular gypsum wallboard or veneer base lami nated over the entire contact surface with laminating compound to each side of 1" tongue and groove gypsum coreboard erected vertically. Floor and ceiling track of wood or metal runners. Stag- ger joints 811 minimum each side. (NLB) Thickness: 2" Limiting Height: 11 10" Approx. Weight: 8 psf Fire Test: UC, 4-4-61 Sound Test: Est. based on NGC 2359; 11-18-69 35 to 39 WP 1311 Solid Gypsum Wallboard One layer 1/211 regular gypsum wallboard or veneer base applied parallel to each side of 1" x 24" proprietary type X gypsum pan - els with laminating compound combed over the entire contact surface and with 15/16" Type S screws spaced 24" o.c. horizon - tally and vertically. Each 1" gypsum panel attached to 25 gage 1" x 21/4" high "L" runners along floor and ceiling lines with two 15/16" Type S screws at top and bottom. Wallboard layers at- tached to "U' runners with 17/8" Type S screws 1211 o.c. Stagger Thickness: 211 Limiting Height: 11'0" Approx. Weight: 8 psf Fire Test: FM WP -671, 6-28-82 joints 12" o.c. each layer and side. (NLB) WP 1330 Semi -Solid Gypsum Wallboard, Gypsum Studs One layer %11 type X gypsum wallboard or veneer base applied parallel to each side of 611 wide gypsum studs 2411 o.c. made of 2 or 3 layers of 1/2" or %" laminated gypsum panels. Attach wall- board to gypsum studs with 1" Type G drywall screws 20" o.c. and with laminating compound. Fire tested with 1" thick gypsum studs. Sound tested using 5/8" thick gypsum studs. (NLB) Thickness: 21/21' Limiting Height: 12'01' Approx. Weight: 8 psf Fire Test: UL R2717-19, 21, 6-3-57 Design U510 ULC Design, W502 Sound Test: G & H BW-8FT, 8-1-62 * — Proprietary design — see page 1, paragraph 4 i I •• i AU44 B� + ►'��: FK?�SN i I -fir-ate--�----•� --- __ _._..� .. _. ...o��aQc�o�aac�ao��� • Q�oa oaa� Boa JOHN MCAM 1 S QRpFESSIO. , cm/cop CA �� t -1 236 3rd (nG 3 / -b Gj _rI 2 . 9lF Of CAl1Fp�� Glenn Bruno uauftl Arcb(teets &Planners Gary Hawkins ut>ual 20 uutitilb■ Jrlrt, tyleg u. f3"f fltil nt.n�e r :1. T. -M E Fire Sound) ' GA SKETCH AND DESIGN DATA R,ayting / Rating File Fire Sound e STC No. ASSEMBLY DESCRIPTION Gypsum Veneer Base, Veneer Plaster, Metal Studs One layer 1/2" type X gypsum veneer base applied parallel or at right angles to each side of 21/2" metal studs 24" O.C. wim 1" Type S drywall screws 8" o.c. to edges or ends and 12" o.c. to in- Thickness: 35/8" WP 1240 termediate studs. Omit screws in top and bottom runners. Stag- Limiting Height: 14'8" gerjoints 24" o.c. each side.'/,s" gypsum veneer plaster applied Approx. Weight: 5 psf over both sides. Sound tested with 3" glass fiber in stud space Fire Test: UC, 8-5-63; UC, 11-1-63; and with studs 16" o.c. (NLB) UC, 5-31-66 40 Sound Test: G & H NG-269FT, 12-20-65 t0 44 :..........,., :_: ,:....: Gypsum Lath, Gypsum Plaster, Metal Studs 1/2" 1:2 gypsum -sand plaster applied over each face of 1/2" plain gypsum lath attached with 1" Type S screws, 3 per stud per lath WP 1290 width, or with 12 gage wire clips at right angles to each side of Thickness: 41/2" 21/2" metal screw type studs spaced 24" o.c. End joint clips at Limiting Height: 912" lath corners. (NLB) Approx. Weight: 15 psf Fire Test: FM WP -53,11-29-66 Sound Test: NGC 2061, 10-24-66 1 ... HR._..:.: :7_'..)7;7..... Solid Gypsum Wallboard / One layer 1/2" regular gypsum wallboard or veneer base lami the entire contact surface with laminating compound Thickness: 2"' WP 1310 nated over to each side of 1" tongue and groove gypsum coreboard erected Limiting Height: 11'0" Approx. Weight: 8 psf vertically. Floor and ceiling track of wood or metal runners. Stag- Fire Test: UC, 4-4-61 ger joints 8" minimum each side. (NLB) Sound Test: Est. based on NGC 2359, 11-18-69 Solid Gypsum Wallboard One layer 1/2" regular gypsum wallboard or veneer base applied parallel to each side of 1" x 24" proprietary type X gypsum pan- 35 els with laminating compound combed over the entire contact t0 WP 1311 (P) surface and with 15/,8" " Type S screws spaced 24o.c. horizon- tally and vertically. Each 1" gypsum panel attached to 25 gage Thickness: 2" Thickness: 39 1" x 21/4" high "L" runners along floor and ceiling lines with two H: ht: 11'0" g g Approx. Weight: 8 psf 15/18" Type S screws at top and bottom. Wallboard layers at- tached to "L" runners with 17/8" Type S screws 12" o.c. Stagger Fire Test: FM WP -671, 6-28-82 joints 12" o.c. each layer and side. (NLB) Semi -Solid Gypsum Wallboard, Gypsum Studs One layer 5/8" type X gypsum wallboard or veneer base applied parallel to each side of 6" wide gypsum studs 24" o.c. made of 2 Thickness: 21/2" WP 1330 or 3 layers of 1/2" or %" laminated gypsum panels. Attach wall- Limiting Height: 1210" board to gypsum studs with 1" Type G drywall screws 20" o.c. Approx. Weight: 8 psf and with laminating compound. Fire tested with 1 " thick gypsum Fire Test: UL R2717-19, 21, 6-3-57 studs. Sound tested using 5/8" thick gypsum studs. (NLB) Design U510 y ULC Design, W502 �+ Sound Test: G & H BW-8FT, 8-1-62 — Proprietary design — see page 1, paragraph 4 17 965 FIR STREET • CHICO, CALIFORNIA 95928 • TELEPHONE 916-895-1422 /t�115 c;nclerson molls CIVIL ENGINEERS March 1, 1990 Butte County Department of Public Works Building Department 7 County Center Drive Oroville, CA 95,965 Attn: Mr. Jim Glander Chief Building Inspector Subject: Mr. John McAmis A.P. No. 40-40-72 Gentlemen: Please accept this letter as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined for the above -referenced project. The subject parcel is located on Southgate Lane east of State Highway 99. The" -par -cel is approximately 1200 feet north of Butte Creek. Butte.Creek is the source of any.'potential flood hazard for the subject parcel. We have reviewed data from a copy of the modified Hec-2 computer model for Butte Creek that the Federal Emergency Management Agency sent to'Butte County.Department of Public Works in November, 1989. Interpolation of the 100-year.water surface elevation between cross section ll -and cross section 12 indicates a 100 -year water surface elevation of approximately 220..0 feet (USGS*Datum) at the subject site. Our site plan for A.P. No. 40-40-72 indicates a building finish floor elevation of 225.50 feet (USGS Datum) which is well above the 100 -year water surface elevation. Sincerely, ROLLS, ANDERSON & ROLLS .4 /V Bruce A. Nash RCE 333 8.1 Registration Expires: 6/30/90 BAN/dlw MULTIPLE FAMILY.AND COMMERCIAL PLAN.CHECKING GUIDE 5/89 J. /�/j Bldg. Permit # OWNER ll// °° A. P. # - 44O - %Z A. GENERAL / kI if 1. Zoning requirements (sideyards, parking, special conditions, Planning approval). /2: Valuation. tet' Signature by R.C.E., Architect or Building Designer. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. See previous permits and plans in file for expired permits, change of .use, violations, etc. Flood hazard.--,-!> B. OCCUPANCY REQUIREMENTS 1. Building use 6/1 2. Occupancy Class 8--� 3. Building floor area _ 4. Total allowable floor Basic allowable floor Basis for increase _ 1 Type of Construction sq. ft. Occupant Load area sq. ft. area gD sq. ft. 1 _-5' Compliance.with occupancy group requirements (Chapters 6-12). _,6-.' Occupancy separations (Sec. 503). Area separations (Sec..505). !�/i¢%fG ���Firewalls due to location on property (Sec. 504).`-- ��� SC Maximum height requirements (Sec. 507). „10' Attic separations (Sec. 3205). -1-Y Ventilation and special hazards requirements (Chapter 6=12). Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). ,.13- Fire alarm systems (09 Sections of Chapters 6-12). -,14r Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Y. Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. --k6: Smoke detection system. ].1'7- Fire Dept. Plan Review and/or Fire Marshal Plan Approval. --1-8:_ Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS ,,I Fire retardant roof coverings (Sec. 3202). -21 Parapet walls (Sec. 1709). -3: Toilet room floors and walls (Sec. 510). G-- Physically handicapped (per State Law). - Guardrails (Sec. 1711). -E� Detailed types of construction requirements (Chapters 17-22). -7-' Proper roof pitch for roof covering (Chapter 32). l8� Attic access and ventilation (Sec: 3205). A— Root drainage (Sec. 3207). -I-0: Skylights (Chapters 34 & 52). �Y. Stages and platforms (Chapter 39). ,Interior wall and ceiling finish (Chapter 42). , Fire resistive requirements (Chapter 43). MULTIPLE FAMILY. AND, COMr1ERCIAL PLAN :CHECKING GUIDE (CONT'D) C. TYPE OF CONSTRUCTION_REQUIREMENTS (CONT'D) �W.' Wall and ceiling coverings (Chapter 47). -,IT. Glass and glazing (Chapter 54). X1.6. Foam plastics (Sec. 1712). D. STAIRS, EXITS., AND OCCUPANT LOADS Human Impact (Sec. 5406): General Exit Requirements (Sec. 3301 & 02) (Post occ, load, etc.). --2- Number of exits; width and locations (Sec. 3303). ,-3,- Doors (Sec: 3304). -4- Corridors and exterior exit balconies (Sec. 3305). ---5' Stairways, rise and run, width, winders, and construction (Sec. 3306). �6. Horizontal exit (Sec. 3308). ---7"' Exit and smoke.proof enclosures (Sec. 3309). Exit signs and illumination (Sec. 3313 & 14). -,-T. Aisles and seating (Sec. 3315 & 16). O� Exits for occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS. DESIGN. QUALITY. MATERIALS..AND DETAILED REQUIREMENTS 5/89.. Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State Law) & compliance statement on plans. -3-: Veneer (Chapter 30). J4: Chimneys and fireplaces (Chapter 37). Plastics (Chapter 52). _-6- Excavation and grading (Chapter 70). _-7- Continuous or Special Inspection (Sec. 306). --8. Factory or other certification. Soils or compaction data. --8: Noise regulations. Footing reinf. Min. Two #4 bars (cont.). 12. Engineering Calc(s) should include: ,--kdT Roof - Ceiling. -kb'Y Floor - Ceiling. Foundation. -r Walls -- Large openings? (consider lateral). -4.e-)--Lateral: Roof Diaphram. k2rj' Shear Walls. Anchorage & Tie -Downs Connections thru-out. X,fj' Retaining Walls. Complete building material specifications. 56--- 56v7- V,--2�90 /NP/GC aorE h1F3iFc— 7-90 WELD 1 0 dig PI I o. Ch i -4o 4 0'72 3�O 90 Fax transmittal►`-� �� A P 4-o--�o -7 z Date : 1/•71Q O Project, name: Job no: To: Company: 'J�vT—re c. o p a- aeP7- Fax no: 538-140 Pages. including Cover sheet Cts fZA4e C.a,t'V, roc �C r, If you -:lo not receive the entire facsimile transmission Please Call (916) 895-1125 20 Constitution Drin Suitc A Chico, CA 95926 9161895-s:�5 rim 1 1 59 e0 is 1 aaW Oe --T —RAM 1 D661 0 Sado �bW . 3.u�a zio vivno c, : on doG a�.�a W►id : 9man ia3 o�q t.ahQ oT "Tg�� � ©J� o .� �-�v� :•dna moi :on xe3 acoria isvoo Vnibul,�ni p),Oq ncizcin,ana tt eisn7tGea3 9Yi�ne eri.3 eviews Jon Ob uo\ as t.l-ees 019) 116D eat ovila nu:tulif6: 07 OS A btiu2 aSQtQ A7 ,nold') 2� i•IQ$�a1Q MAP 7— 9 0 WED 10:08 P e I I o- C h i c o � a 0� E CDU JOHN MCAMIS CNICO ' Gtann lsraao .nlla•t ArCDIl1Cw $ planers Gaty }Taxkl4s u.ltuq Is 608211141t.■ Lf.•y 4140 416I'Me rein »s.n,• P _ 0 , ' a ` s } ozo i (10: .0 1 1 W-1. *q 0 t a a w eS• --51AM men s qi" M � � s 4rom nP`�\� I I qucurT Jk� A3 OI � c3t�Ir�CsJ�' 439 ,qtv IWAN Not e1srSOOD 11�>t�A 'N u�. :plt^� l .tr 1 r� tt .. -,�r, �.�en •.r crt.. rs WED 1 0 09 Fle- I I ck Ch i co F1 0-3 1-t c1 c? 4 mi n ... .... ..... ..... .... ... . ..... . ........... t 22-12m, ... ... . ..... ..... . t F( :i. q h t. i J. is A c: :t. Yl Cr} 16 :1. 1:1-rn 1. 7 0 C) 0 C) C) i F" 14.5C) -.1. .1 C)SC) r.:) s; i I< 27 C) 1 07 1 L 4 L. 0 1 "'.1.5 k 1, cl 2 6 fil i r- r' i w ati iiia::) J, rig 02C) to :1 C-' F h.) uiii ISI E`., 1. `',,C.:) 7 1:) in, i :1. 1.1 t i 1-) 1. er, cl — :1. :1. I<... 1 :1, 1 87 4:11:1,- 2 t-. 16 i Q-" MS, d ale O—C ���QV ESSI �N� 01 I � 1 a `✓yY � � • !rte ��� `:, J G , MAR- 7-90 WED 1 0: 1 C-71 F _ 0 4 3�3 u i n tel N ON "HLti Lk vU-vi o 0 6E I✓s �2zq Ls2/s0 /G�a(0O6S`),Nt. I ,7 e, 5 E GO t4 UBS C W RKS ' DEPT. APN11D� 1/0 -7Z - Building Permit= O HAZARDOUS L.2I?.L SURVEY (A Building Permit Carnot Be Approved Without This Completed Form) Business Name ��/�y�? G� _ Phone Mailing Address: Q 97 (street) (city) (stat (zip Facility Address: ��� ,6"_6 ( -_eet) (city) (state) (zip) - Contact Person:_ S e,,,1 Phone 5-9/ - S'B 6/ Nature of Business_ 6A. , A: Be SDecific Question T1: Does/will your business or that of your future tenants handle, store, or transport acutely hazardous material? Yes Nom Note: Acutely hazardous material shall include but not limited to the following:. Flammables, combustables,-corrosion, radioactive, -oxidizing, toxic, poisonous gasses, reactive, unstable, hypergolic, pyrophoric, any substance or mixture of substance which is an irritant, strong sensitizer. Question 1#2: Do you or will your future tenants handle; store, or trans- port 53 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure) of product or formulation containing hazardous material? -Yes No _ Question 43: Is your business located within 1000 feet of a school? Yes N0�k If your answer to all of the questions above is no, you need proceed no further. If your answer is yes to any of the questions above, you must comply with the applicable regulations of sections 25505, 25533, and 25334 of the State of California Heal.th.and Safety Code and thereq irements for a permit for construction or modification from Air Pollu on prior to issuance of a Certificate of Occupancy. n _ Owner/Authorized Re Datay�p If your answer to Question T1 or 2 is yes or if you have any questions concerning this survey, please contact the Butte County Health Department at R7 County Center Drive, Oroville, (916)538-7281 and Butte County Air Pollution at 9287 Midway, Suite 2D, Durham, (916)89172882. (Health & Safety Code Sections Attached) (Health Department & air Pollution Handouts Attached) cc: Butte County Health Department California Division of Forestry Butte County Air Pollution Dept. 7-1-89 PARCEL o,, S; 14.0 .— -07 t -0 '1 ,J A PORTION OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDEC IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STAVE OF+CALIFORNIA, ON DECEMBER 14, 1983, IN BOOK 93 OF MAPS, AT PAGN(S) 99 AND 100. AN ;EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITY PL'TAPOSES, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY CORNER OF SAID PARCEL 3; THENCE ALONG THE NORTHWESTERLY BOUNDARY OF SAID PARCEL 3, NORTH 48 DEG. 57' 58" EAST, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTHWESTERLY BOUNDARY, NORTH 48 DEG. 57' 58" EAST, A DISTANCE OF 363.30 FEET TO THE BEGINNING OF A NON–TANGENT CURVE (THROUGH WHICH A RADIAL LINE BEARS NOpjH 78 DEG. 57' 58" EAST); THENCE SOUTHWESTERLY ALONG THE ARC OF .091D CURVE THROUGH A CENTRAL ANGLE OF 60 DEG. 00' 00", AN ARC LENGTH OF 52.36 FEET; THENCE SOUTH 48 DEG. 57' 58" WEST, A DISTANCE OF 326.70 FEET TO THE BEGINNING OF A NON–TANGENT CURVE (THROUGH WHICH A RADIAL LINE BEARS NORTH 48 DEG. 57' 58" EAST); THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 DEG. 00t 00", A DISTANCE OF 26.18 FEET TO THE TRUE POINT OF BEGINNING. END OF nnf%-lt0AR1►IT E Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County. Code requires this acknowledgement be recorded prior to issuance of a building permit. 01I{II �2- The property described herein is adjacent to land or included within an area zoned 90-007101 Rec Fee 7.00' , for agricultural purposes, and residents Check.- 7.00 ' of this property may be subject to incon- Recorded �- veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte ' and fertilizers; and from the pursuit Candace J. Grubbs ' of agricultural operations including, j. Recorder but not limited to cultivation, plowing, 2:07pm 22 -Feb -90 BG •2 ' spraying, pruning, and harvesting which--_..- -- occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, .described as follows: 0 Date: 2/8/90 State of California) ) SS. County of Butte ) On this the 8 day of February , 1990 , before me, the undersigned Notary Public, personally appeared John McAmis and Renee McAmis o Personally known to me. ® Proved to me on the basis PAT I G1 LETT NOTARY PUBLIC -CALIFORNIA of satisfactory evidence. E3 ButteCounhi go be the person(s) whose name(s) My CommissionExpircsNov.23,120o subscribed to the within instrument and acknowledged that they the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No:. 40=40-72 Notary Public '+:- .. ty r BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A. P. Number�"� d !� Building Department No. School District C� City County �� Jurisdiction f Property Owner �,�� /�l e�i s. ?f -7 E ''146 72 L�/, Project Location/Address�'-�4TF L/�%• �/LS�G Subdivision Lot Number Residential Development: Sq. Footage. # of Living MHI Addition. (Group R) Units Commercial/Industrial: Sq. Footage 30 Ne* Addition (Including Exterior " Roofed Areas) ' ....07 "K ` G/ 'Buildi -dg DepartmentoRe;jftesent dtive x ` ` Date (Floor Plans reviewed by School District Personnel) District Id No. gfm�%Q OA/00 (1'r�1,6 p/� School District certifies that n 10 (Applicant Name) (Phone Number) (Street Address) C'1 C\01 1a C5 (City)_ (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $--'—' representing 9�3�� square feet. moi'' �D School District Representative Date PAID BY CHECK NO. REMARKS.: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) &. N NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I owner of the building to be constructed as a (please print) under 39Q�—" -2 0- at z.J (bldg.permit no.) (location) hereby certify that I . k�do not intend'to htat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I .will be'subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. - o I also understand that if -I become subject to the energy requirements in.the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte 5ounty Building Department. Signature of Building Owner Mailing Address ��q Z sY(%%l4' C'1/:. Telephone No.%- Certificate of Compliance Project Tide GLENN 13F "N0 Project Aruutect/Enginser Protect Location Cltute lone CN ICO GA. City/Town Oats at ero tate Princioal Oeelgner Thepraoosed budding represented an dta ansafted OAns has been designed to meet the Calilonu otdtfng energy etftoertcy sandards undo M commence aoprown tnacaled. To dw out of my knowledge and befiel du design a in subcantal comatara wn sad sandarcs. it any porton oybts, budding a uncondmoned "or not s::gea :o be CuWrru energy akiercy standards. due porion is so noicated on re dans. /— 3e-90 gnature Oats GL_eNt4 SizvNo Name (Print) AR.CNITECT f3RUIJo NAwtcIN 4 "rnpany 20 CoNs-rITurLahI DR. STE A . xcress fqr P C_ 102.. pre ne anee o. Owner The energy consomtion features and performance %=rlcadors atdiated on As document and on the attacted Pearn shall apply to future aiteraaons a as budding. urdeu Smpfiw" tar the budding is demonstrated vw ::rider a di!': a -t iwovn wnich moots tie energy effidency standards then in edoc; in wricA :ase a new Conk wo at Compliance wdl be submitted to the enforcement agancy. Ni buildup -ordr sr4d retain a zpy of this C truftate, and shag transmit :t a cry suoseauent ==sa of :he build N: if this wafiata is lost. n may to reoutred Tut a now Nrolate :e areaared Wore die hiding may be Inured TTfe urmnmuonso xr.,ons of tet4 adding, as ndiarad on the pears, are adutowfedged. and 4 a unaers=d Tut. d any ;*= of item t— as cortaooned in 1116 future, Me otsroane may rave a oe alteNd :a camwf wth tree amianle energy swcards erten in edea Signature Daw ante t runt .69w omtsany Name Adaress GiCV15weitzin Enforcement Agency The or000sed budang, and Mrs rirsoons thweta. wt. =nay wn ete GYbmia 9teidng energy efficiency standards d deer reN tie na+ated comauan0 Reouuemena am at afaattaote mandatory magma. ore lo" as eta o=wicy type temans wwngea. �gnature au t Name brunt) t u gency aaess ,tyrJuxerltp SIMP! IFIS'D CF -15 Nonresidential Prescriptive Approach For Enforcement Agency Use Ony SuikliN Parma Numoor Plan iecxeo By au F,*W ChecoAct By Uate pproveo By OaLs Compliance Requirements GENERAL 1 UBC OCCUPANCY g - CEC OCCUPANCY Low RISE OFFICE 2 PACKAGE SELECTED A 3 GROSS CONDITIONED FLOOR AREA _IQ S& NAI. LIGHTING POWER DENSITY ALLOYED PROPOSED 4 LIGHT FIXTURES LPO= I_5 1.4 S 71- 4-ruor, FwoP-. r-mrup_&S (WS-IS,Iine 14) 9- 3 'r4P F- FI-ubi2_ t=lxtua s 2- 214156 FLU012-1 ElrrURES 10 IS wA-yr im(AwDr,.c F_w r 1.4MPS S ENERGY SAVING LAMPS REQUIRED (Yes or No?) yaSS 6 DAYL16HTING CONTROLS REQUIRED (Yes or No?) NO ENVELOPE MIN.RE9*O PROPOSED T ROOF/CEILINGA(t)= 9,52 Za,2'' Rao w 2X65Tuo5 ® 2A" 0,c• (WS-IS,Itne 18 or 19) 8 INSULATION AT I -BAR (Yes or No?) NO 9 FLOOR Altlo— e-) SLAP LYS-1S,line 211 10 WALLS HC= Irl e5-lS.:ine 131 R(t)= 7.52 18.4 2xm"@ 110' O.G w/12.19 Fiat (WS-IS,line 24) MAI. ALLOWED PROPOSED Ila GLAZING SC= /a3 AREA= 381.1 291.4 17ou3a-£ w 30° 01100096 (WS-IS,line 17.) Ilb WEST GLAZING AREA: 93,15 111.4 (WS-IS,Iine 19) 12 SKYLIGHTS SC= N A JOE SITE OF SKYLI6HT= t4)A N1 A (YS-IS,Iine 30) HVAC 13 HVAC SIZING (KOTUH) ;OWER SET SELECTED L 14 OPTION 1 (WS-IS,line 33) OPTION 1 (WS-IS,Iine 361 HEATING ALLOWE) P4OPOSED ALLOWED PROPOSED •6AS INPUT qQ i $0 FYI HP OUTPUT HPI COOLING OUTPUT 03 5 CPI 15 HVAC EQUIPMENT TYPE MFG./MOOED CAPACITY EFFICIENCY 0011. - PAYME 50b6061 \ 51t kS'M q.5 SEEe W/ Tb F_ 00140 -PAYN£ 5 910(00 Ff.IiyW4 WNsowoArebv4y, HCG-080ND5R� 80 "ro)12.1 CSE t6 ECONOMIZERS (yes or N011 ES if no, indicate exception ❑PERIMETER LONE COTHER ADDITIONAL REQUIREMENTS Blank Forms IV -2 SIMP!'rtC-%IE -;yam J %P_PRnACH NiASATQR)' CHECKLIST NIF-ls OFFIGE. FOR ;TOHKI MCAM!S Prolcct Title Envc!C t Merit:: _s Insulating material shall be ccrtiricd' by the manufacturcr to comply with the California Quality Standards for insulating material. (I .KAII insulating materials shall be installcd in compliance with the flame spread rating and smoke density or Sections 1:12 and im or the im UDC. , (trj'Artcr installing insulation, the, installer shall post an insulation certificate in a conspicuous location. . (4�&ors and windows between conditioned and unconditioned spaces shall be designed to limit air leakage' into or from the building envclopp. 1VI'manuracturcd doors and windows shall 1►avc air infiltration rates certiricd'by the manufacturcr per Section 2.5317(b). (i Skc-construcicd doors and windows, exterior joints, and ppcnings in the building envelope that arc ooservablc sources or air lcakagc shall bc;caulked, gasketcd, weather-stripped or otherwise scalcd. ( ) All glazing for'climatc zones 1 and 16 must be special glazing with a maximum overall U -value of 0.65. Jim "nd P!,.,: -ting Svstcm Mcasgres Psptng, cz.-cpt those conveying fluids at'tcmperatures between 60 degrees and 105 degreei.FihrcftWt,.:. shall be iniulatcd in accordance with Scction 2.5312. 14.aNaiural gas appliances shall'not be equipped with a continuously burning pilot. ( J )Seat Pumps shall be installed with controls to prevent electric•resistancc'suppiemcntary heater operation when the ::acing load can be met by the heat pump alone. Etcctric resistance supplementary heater operation is-crmittcd during transient periods, such as start-ups and ronowing room thermostat setpoint ?dYarlec, Whc(1 64rllrg(s arc proYidcd which mtsc prcfcr611ia1 rale contrelt it}tcllig54; r46oY4ryI imaging, ramping, or similar control mechanisms designed to preclude. the unnecessary operation of sUpplemcnlary heating during the recovery period. Supplementary heater operation is also permitted'- during dertost: ( 1 It a eirculaling hot water system is installed, it shall have a control capable or automatically turning off :he ctrculating•pump(s) when hot water is not required. , (Vr Ventilation air shall be providctf per Sections 2-5216 and 2-5742. (Air handling duct systems shall be constructed, installed. scaled, and insulated as provided in Chapter 10 of the State 'Mechanical Code (Title 24, Part 4). - ( J On mechanical ventilation supply and exhaust systcros capable or moving more than 5.000 erm or air. automatic dampers interlocked and closed on ran shutdown shall be provided. On gravity ventilating systems. either automatic or rcidily accessible manually operated dampers in all openings to the outside. other than combustion air openings, shall be provided. (1/(Lavatories in restrooms of public raeilitics shall be equipped with: • s a) outlet devices that limit the flow or hot water to a maximum or 0.3 gallons per minute, or with self-closing rauecis otat limit delivery to. a maximum of ox gallons or hot water for • ' recirculating' systcros and to a maximum of 0.5 gallons for non recirculating. systcros. b) devices that limit• the outlet tcmperaturc to a maximum or 110 degrees Fahrenheit. ' (� Each HYAC systcrm shall be equipped with at Icast one automatic'deviec to set back or shut off the system' during periods or non-use or alternate use of the building spaces or zones scrivcd by the system. (6mcclock) ( t/Each zone shall be provided with at least one automatic temperature control device for the regulation of .-• space temperature, Each floor with conditioned space shall contain one zone. ~� •Alank Forms •.. . • :. .. .•;i ..:L (� The temperature.eontrol•shall: ` (i) be able to maintain space temperature set points from 55 to 95.degrees Fahrenheit. Two or more replaceable fixed set point dcviccs. one Cor cooling and one for heating. may be used in lieu of eontinuou:ly adjustable'set point devices. l (b) be able to operate zone hcating and cooling in sequence if both arc provided. (c) 'provide a temperature range adjustment up to 10 degrees Fahrenheit between full lseating' and full cooling capacity to the zone, if the zone has both heating and cooling capacity If the HVAC system usc; reheat or retool for conditioning'this zonc. this control shatl reduce cooling capacity to the zone bcforc reheating and reduce hcating capacity to the one bcforc retooling. [/All HYAC systems installed as part of an Alternative Component Package shall include as integrated temperature or enthalpy cconomizcr cycl,: or integrated water economizer cycle, or a 3cparate vcntilation systems) capable of supplying outside :ir for ventilation and capable of bringing in outside air under thermostatic control while locking out other mechanical hcating or cooling systems. The economizer shall be capable of operating and providing Martial cooling, even when additional mechanical cooling is required to meet part of the load. a) Systems of less than 3,000 cfm peak supply air volume and direct cxpaa3iO4COOlirtg 3y3tCm3• of 15 tons Or less. nominal cooling capacity May use a iwo position cconomizcr that is not able to provide partial ..Cooling when mechanical cooling must operate simultaneously. b). The system serves only perimeter zones of which no part is located more, than 15 feet frona.sn t3:pp.Ko wall.. . c) Systems with no mechanical cooling capability. d)' The total capacity of cooling systems without economizers serving the building is less than S percent of the total installed cooling capacity. Lightini5vitcm Measures f tach arca enclosed by ecilint-bcight partitions shall have independent control of theilighting within that ' arca. (+�Eaeh.area enclosed by ceiling-hcight-.partilions shall have at least one readily accessible 'manual ly operated switching device to control ligh:in,g within that arca. For lighting controls, 'readily accessible* means located so that a person using the device can sec the controlled lights of the area being lit. Switching dcviccs in addition to, but not instead of, the rcqui(cd. readily accessible manually operated switching dcviccs shall be permitted. The g4neral lighting of any enclosed arca 100 square feet or. larger in which the connected lighting load exceeds 1.0 watt per square foot for the arca as a whole. shall be controlled so that the load for the lights may be reduced by at least one-half w;.iic maintaining a reasonably uniform level of illuminance throughout the arca. A reasonable uniform level of illuminance may be maintained by controlling all lamps or luminaires with dimmers; by dual switching of alternate rows of luminaires, altcrnatc luminaires, or alternate lamps. by swirchlag the middle lamps of three lamp luminaires independently of ` the outer •lamps; or by switching each lu;aairc or each lamp. • fL.KIn all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that uniu, in all portions of the arca where natural light is available at the same time, are.3witchcd independently of the remainder of the arca.. (Vf One -lamp or three -lamp fluorescent lighting luminairc;, of the type listed as subject to•ecrtineation. recessed or surface mounted within 10 feet of each other or pendant mounted within one (1).Coot. of each other. shall be tandem wired to eliminate unnecessary use of single lamp ballasts. Tandcm wiring consists of pairs or. luminaires operating with one lamp on a luminairc powered from a single two -lamp. ballast contained in a second luminairc. . (J J2;slithtint< cantroli Arg rcouircd for light fixtures within the daylit arcus of the following: O Thr`dAX1.1t 2rc Ljor skvliahtt is the arca on any floor lit by said glazing and enclosed by the following boundaries. !ling interior or exterior wall a) Any floor -to -or vcrtical partition whose arca 30 inches or more abort the floor has an arca-averaged visible transmission of less than 40 percent: b) Vertical plants that arc parallel to the edges of the cciling opening of the skylight, and whose horizontal distance from the vertical lint from the center of the. glazing is the floor-to-cciling height. c) Daylit arca for horizontal glazing docs not include daylit areas for vertical glazing when; the lights directly above that arca are controlled by daylighting controls that respond to light from the vertical glazing. I).: �:.. Horizontal glazing shall have a shading coefficient of 0.50 to 0.01 and shall have a visible light. t;e: transmission of at least 25 percent. , The daylit arr for sdazinst in walls is the smallest arca on the floor within the following boundaries. • '. a) Any floor-to•cciling interior or exterior wall or partition, including that of vertical glazing. b) A vertical plane or planes extended perpendicular to the plane of the glazing two feet horizontally distant from end points of the widest horizontal extent of the opening for the glazing in the wall; and a vertical plane parallel to the greatest horizontarwidth of the glazing opening in the wall, 15 fret distant from. this width on the side of the glazing that is provided with comfort conditioning. ( ) Daylighting controls shall be able to reduce electric power consumption for the controlled lighting to 50 percent or less of maximum power consumption. shall control all luminaires delivering 50 percent, or more; of their light output to surfaces within daylit spaces. and shall not control any luminaire delivering more. than 50 percent of its light output to surfaces outside daylit spaces. ( i The controls shall incorporate time delay circuits to prevent undesirable cycli jo of light level changes..- Each hanges..L•ach photocell sensor shall be a light diffusing type and shall not have a mechanical slide cover or other device that would permit easy unauthorized disabling of the control: ( J The manufacturer shall provide step-by-step instructions for installation and start-up calibration to design footcandle levels. (' J Daylighting controls shall also incorporAc either programmablc.timing• controls capable of separate. t schedules for weekdays and weekends as well as temporary override and automatic return. The temporary override need not be wired in series with other ;witching; im occupancy sensing devices to automatically turn orr all daylit controlled non -emergency lighting in the absence of occupants: ( ] Thc.installcr of the controls shali.do all of the following: a) Locate the photocell sensor in•accordancc with the designer's or manufacturer's instructions. b) • . Provide to the building owner or occupant certification that the Initial calibration or - the -controls was done.aecording to the designer's or manufacturer's instructions.. Ir• C) Install the daylighting controls so as to control only luminaires within the daylit area(s). ( J Daylighting controls shall visibly or audibly warn the occupants or building.operators when ; they have failed or malfunctioned. ...:...Baarik forms 1Y-5 r_.,p� wort -__--• ��^�=i bFt=TGE F=vRj HN MGAMLS Project I tit aialu :ax 960 grz-uwo 9 HAWIe-INS 2,D TAN90 Documnutim 0.itra/ftn Cau GDSAL IIICEC—OCLIMY LOW. IZie,.G- OFtw V20f-Lika PAOc;a A 131CHI1ICKD BOOR AREA I 14)PERITETER (MMICETL. I)aLATICN iElDfliQ(6JOROSS MAIL AREA •1430 I1)OLAIZIG AREA 2011, 4 (811FADLE WALL AREA ► 13 q . b 10 (411x51 9 Z16G AREA Oil.05S (IDIOWEST VALL AREA Il1)WICEILING AREA I a 3>3A MIMI. SIZE SKYLIGHT -8- t 1gal)c POO CMITY LIGHT F117lAE'S e R C 0 TYPE OF MILK OIT WT15 BIC Rj0xSM1 ./ 4 -foot ftWQY Uva !x.Os PROPOSED HVAC EOUIPMENT (OP110R 111) Hasp lilturts 3-lup (iitum; Landes wired •• 3 -lap fiiturts individually wired 1 -loo f u tures HVAC POWER INDICES CALCULATION (OPTION 2 ONLY 71 EQUIP COOL OUTPUT HEAT (rBTUHi EFFICiEVCY 100 I 115 TYPE (KB1UH1 (TONS) GAS HP COOL 141 100 PU f ./ 1 -foot reqular la.os BTU COOLING HP Cx10J13 41 Hx10234 E/6x3000 2-14N natures S-lasp fixtures Landes wired .3 -lisp futures individually wired alto fixtures y- 8/11 IxPUT OU1P0 EER � 121 136 ITT OTO FLIMMENT (Ira': -:LE 3-10 Energy Efficient nbuxl) Ac , g S IR ITGKEx•'"r. ST ('A' la,p w/ 75 mitts i:n.) • 10 >5 '150 6uRNAt: 100 I50 OTHER IK "'x' T 17: wtts' un,) 1321 TOTALS OPTION I - HVAC SIZING BY DESIGN TABLE IOA,IIA,or TOTALS 12A OPiIOA 2 - HVAC SII1H6 BY CALCULAIIH6 POWER INDICES ll]1 Total lightuq mitts M�I. ALI C►E9 PFOWD (I41 Ll[f I G POO DMITY ILPDI- LL�J CF-1S,L1F,4q 01-1 LI3/L3 »ccT (15) ! 1 R-valuc- SO A B C D OPTICK I - insulation is FIITIAE Ott IF1111M .10IAL installed on a suspisded SITE ZONE Id ceiling and witted 2'x1' 11.25 above the light (iiturts. 2'x2' 6.25 1161T0Ial FItiWE 1CtE (IM111A M PEACEXTAMw Col D/LIM00 • nIN.AEi!'D• •'P1IOfbSED (18)Rltl■ =ICF-IS,L71 01-2 • IT -3 OPTION I - continuous roof/ MINMO'D PROFUSED ctilSrq insulation (14)AIt)w 52 1ff-IS,L71 oT-I Llvl.l (20)= Raised floor R-valuos_ xIN.AfO'D P(£D Slab (211R(tls [�lff-IS,191 1.3 or NA l20/l.l .• n t t C N (72)Toms }_J 1 1. f i j AIME11*11 PWIOSED 1231Aye FC■ 2 1241RM-`; - 0 -115 -,UO Col WCol 8 Col BlColE Cal Vol 6 125)TLAIIN5 TYPE =D Mu L; W-,v,u. S.C.-IDMI l2b)PACXA�GE PERCENT ALLOiE� 2�` % IDT -51 PAD(AGES A,B,C,%E,IF FMALLO0 Pf SED 1211 T:':L GLAZING IN VWXLS- 3 ;I (CF IS,L11 291.4 126/10046 V (201PACME E ria - DAMMING' I1G CD IRCLS INSTALLED PER IFIIS7 YesAb ?A=?AO,E, (r' . MT.AI! OWED 1241 PEST GLAZING IN *US= 3.1 ICF-1S,L121r1M L2UIO0xLl0 . L4 PAO(IYES 8 1 E only - GiI.AZIIG IN RAS (SCiaP150) (OT -;7) (301 .ml. SIZE= p�xlN. SPACIKr0 ICF-IS,LI21 (311 DAYLIGHT1No -:%M.S INSTALL. -r0 PER PF -IS' Ycs/No uvar SItiN6 i A B C 0 E F 6 •H 1 J K L n N PROPOSED HVAC EOUIPMENT (OP110R 111) HVAC POWER INDICES CALCULATION (OPTION 2 ONLY EQUIP COOL OUTPUT HEAT (rBTUHi EFFICiEVCY KW CFM ANFAN SOURCE SOURCE HEATING TYPE (KB1UH1 (TONS) GAS HP COOL HP INPUT i/F BTU COOLING HP Cx10J13 41 Hx10234 E/6x3000 GAS Di1000#K y- 8/11 IxPUT OU1P0 EER COP Pi. PT S t , Ac , g S IR 6uRNAt: 1321 TOTALS OPTION I - HVAC SIZING BY DESIGN TABLE IOA,IIA,or TOTALS 12A OPiIOA 2 - HVAC SII1H6 BY CALCULAIIH6 POWER INDICES (33) POWER SET SELECTED CF-IS,L13 4 11 (361 POWER SET SELECTED CF -15,113 t 14 PROPOSED R . HEATING TONE TYPE ONLY) AAT.ALLOVED PROPOS MAI.ALl0YIE0 INDEI IFWIDI-lob ALAI GAS FURNACE INPUT IxBTUHI 9 071 1371 FAX WATTAGE 131! . OT-IOA IIA or 12A. Col D 1�18Jor 128 INDEI (HPI) Col C� 13181 HEAT PUxP OUTPUT 1K8TUH1 1381 HEATING POWER I[ol niCol >I O1 -IIA o1 r IN OUTPUT 1KBTUHI C® (341 OT-loe IIB or 128 COOLING POWER IHOEI TCPII I' COOLING r A Col 1 OT-108,118,or 128 Cal L/ll 0T 10A,11A,o 11 • Blank Forms I V-7 IIL3 OFFICE COPY Addre s 1 GAS Date Meter By - ELECTRIC_ Dated Meter By COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrovillerCalifowia 95965 - Telephone 916/534-4541 - APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER _ b/ ,. %( t f Pil-L' r1 �_ :r TELEPHONE t /t" - -7(e. V!SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P C'ONTRACTOR'S NAME - y� r I l I. +, � / + [ r C TELEPHONE • � , C ✓ ' CONTRACTOR'S MAILING ADDRESS /--ot J, I'. Ac A �t ' Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS r r l_ A ~ F , i t'L4.. (14 ( Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 CSolar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY_ Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: r 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): � I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in fully force and effect. License No. !!f i/ �� Classification f —1 I� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.6 , OR ACDNS. (ACC, BLDGS. / 2/z¢sgft NEW CONST R.�UL ET 2.50 ea l NON•RESID BRANCCHH CCIRC ITS POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eA O30 Ex. OCCup. OUTLETS P(RESID,)FIXED APLNS. REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. E]-I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. ;' / X ((-? } {-� ! �' ^� - --! Date 7 �� G Sign" Ire of Applicant owner ❑ Contractor 9' Agent,❑ An. OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3sstories In height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYP! I FLOOD PARCEL P11 1 HD 1 ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for iwhich ��, DIRECTOR OF PUBLIC BY r /� i�/"r- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 7 iu L �� Receipt No. 5 ( i 7 " -,,/ % WHIT!-O.P.W., YELLOW-ASSE990R, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Calif orini95965 -Telephone 916/534-4541 APPLICATION AND PERMIT PERM T 1,12 ASSESSOR PARCEL NUMBER d _ st ' ZONING '� BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS C NT A TOR'S NAME t�Sl F C- D ELS cTi7.� c1K, Co.0 TELEPHONE 3 -Z3 7 CONTRACTOR'S MAILING ADDRESS rCOMMEiL L Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 2IJE C L Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 e Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 s Bili Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): B-1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. �.�,� License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.. OR ADDNS. ACC. SLOGS. 21/20sgft NEW CONSTFMULTI-OUTLET 2.50 ea .s o NON.RESID BRANCH CIRCUITS POWER APPARATUS &) SINGLE OUTLET CIR. ) Ex. OCCUp�OUTLETS OR FIXTURES 20@506 eALo 30 FIXED APLNS.❑ Ex. OCCUp. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County ' onseguence of the granting of this permit. X Date 7 /G �� Si a re of Applicant Owner ❑ Contractor � Agent ❑ A SHA permit is required for excavations over 5�0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ jZ % 5`a occu P. CONST.TTPE I IFLOODIPARCELI PD ND 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which SIR PUBLIC BY A PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date /6 Receipt No.51) I & % WHITE-D.P.W., YELLOW -ASS E390R, PINK -INSPECTOR, GOLDENROD -APPLICANT 965 FIR STREET • CHICO, CALIFORNIA 95928 • TELEPHONE 916-895-1422 ` rolls Rnclerson molls CIVIL ENGINEERS March 1, 1990 Butte County Department of Public Works Building Department 7 County Center Drive Oroville, CA 95965 Attn: Mr. Jim Glander Chief Building Inspector Subject: Mr. John McAmis A.P. No. 40-40-72 Gentlemen: Please accept this letter as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined for the above -referenced project. The subject parcel is located on Southgate Lane east of State Highway 99. The parcel is approximately 1200 feet north of Butte Creek. Butte Creek is the source of any potential flood hazard for the subject parcel. We have reviewed data from a copy of the modified Hec-2 computer model for Butte Creek that the Federal.Emergency Management Agency sent to Butte County Department of.Public Works in November, 1989. Tnte-r-polation-o-f—the 100 -year -water -surface elevation -between ---J Icross section 11 and cross section 12 indicates a 100 -year water !surface elevation of approximately 220.0 feet (USGS Datum) at jthe subject site. ur site plan for A.P. No. 40-40-72 indicates a building finish loor elevation of 225.50 feet (USGS Datum) which is well above. he 100 -year water surface- Levation_.__ Sincerely., ROLLS, ANDERSON & ROLLS Bruce A. Nash RCE 33381 Registration Expires: 6/30/90 ° �4 *Footing design* conc. volume: 63.50 ft ... 3 41':89112 po ngs or Che k c f ti f up lift and lateral loads lateral P= 1.71 kips (dl) lateral P= 4.95 kips (ll) uplift: total: 6.66 kips factored uplift: ' uplift P= 7.�3 kips Bay spacing: 25.00 ft. Footing size: 4.00 ft. sq. ksf contact area Footing depth: 2.00 ft. s.f. Grade beam length: 21.00 ft. kips/column width: 1.50 ft. ksf/ft. depth depth: Grade beam: .12 klf ` Check uolift: Net conc. volume: 63.50 ft ... 3 Conc dl: 9.53 kips/column Net structure dl: 2.14 kips/column Total dl: 11.67 kips7column uplift: factored uplift: Uplift S.F.: Check ateral: Lateral sliding resistance: .�3 ksf contact area Cont�ct area: 47.50 s.f. Net resistance: 6.18 kips/column Lateral bearing resistance: .12 ksf/ft. depth Grade beam: .12 klf Footing: .36 klf Net resistance:kips Total resistance: 10.14 kips Actual load: 6.66 kips Lateral S.F.: - BUILDING DEPARTMENy -APPROVED 7.93 kips 5.55 kips 'M kip C ofEssIoa OF CA��F O ` ` ` Project: #89112 3/ 1/90 2:01 PM / Concrete design Sheet: _..... __....... ... ..... ....... ..... _.... ........ ................ ....... ........ ........................ ......... .......................... ..... .... _____________��_c___ *Case: 1. Q ` DF: 1.33 Mdl= ft -kips Factor: 1.4 Mll= 6.62 ft -kips Factor: 1.7 Mu= 11.25 ft -kips ' Mn= 12.50 ft -kips b= 18 in. d= 20 in. bd^2= 7200.00 in^3 ' Rn=Mn/bd^2= . 20.84 psi Fy= 40.00 ksi f'c= 2.00 ksi m= 23.53 As= .14 in^2 ` ` Prpject: #89112 3/ 1/90 2:O2 PM � Concrete design Sheet: *Case: 2 LDF: 1.33 Mdl= l..) s. Factor: . 1.4 ' Mll= 11.58 ft -kips Factor: 1.7 Mu= 19.69 ft - kips ft -kips L)::::: 24 in. d= 14 in. bd^2= 4704.00 in^3 Rn=1111n/bd^2= 55.80 psi Fy= 40.00 ksi f'c= 2.00 ksi m= 23.53 p= .0010621 As= ` .36 3. n, � � ar —018 �cr ax, � ESS10y,� VAA � N � -OIR6 F-5/7 �A- IS 7 S Fu qo li = —7 al I k (LQ U c 'o V�Log Clo4� + Se�3 Clo�� 20� 22015 _. fi ESSI ®QaA IAA Wlr. 018 ���PF OF CAS-�F®��� ` .. � Project: #89112 3/ 1/90 9:50 AM ^ Strength design - anchor bolts - tensile and shear ���� Sheet� ��-»�~ ..... .... ���������������� Factored loads: Tensile: 26.96 i-- ar: El 1", 22.15 kips <ok> embed�ent depth: 12.00 edge distn f.." ' ` Dolt., area:. .601 in^2 ' � no : . bolts 2 Spaci�g: . . 5 00 in n- f's= 36.00 ksi As= 407.28 in^2 At= 60.00 in^2 Ps= 38.94 ksi c= 61.73 ksi . Pc= 94.97 ksi ' Vs= 32.45 ksi _ u�t= 27.95 ksiRljQFESS Vc= 43.00 i.:: s. Check combined loading... 1 .�~�. . ��� Vc)�� � A- ALW -Al �- ~'�»L « r�� �� // ' ` \ ( #89112 STRUCTURAL CALCULATIONS FOR � John McAmis ' CHICO, CALIFORNIA ARCHITECT Bruno and Hawkins 20 Constitutbon Drive Suite A Chico, California 95926 (916) 895-1125 12/26/89 0 ^`^ ***Load summary*** ROOF 1: \ ~^ _ ~c. '_ . ' #89112 12/22/89 . ' Composition shingl 3.0psf plywood 1.5psf framing 3.5psf gyp. bd. 2.8psf intul and misc 1.8psf psf dl %tl= 44.83 12.6psf use 13.0psf ll %tl= 55.17 16.0psf ti 29.0psf ' M N E L 4- N 4 4- 4- 4- N ttl N N Li U1 a0 -0-a a0_ u �r E ° C L _0 CD _0 rJ i1; O C J3 J O•,, U? 3 E ° ::3 rG ru O N EL a 4- � • � E ii to 4- 4 - LA N CL a r- 6 a; 4- 4^4 - LI- �L+-U- N N N N N N U" Cl 0-a. a.ria� LO r\ ri Z4- 14, c �C';• ,-4 U N ` •N E -0 U. •II 2 O C -0 O •.4 3: E ° J T• is u Ln O. 4- U L' no � J . GL � 3 lot . i!!) Ts �A A 333 � . , ,. **Beam run** #89112 ( *** H-1 � I=' 16^ 00 ft R1,R2= 2.39 k ^ Wdl= .132 k/ft. 44 % TL Wll= .167 k/ft. 56 % TL Wtl= .299 k/ft. 12/26/89 LDF= 1.25 M=wl^2/8= 9.57 , ft -kips V=wl/2= 2.39 kips Sreq= 70.66 in^3 Fb= 1300 psi Areq= 33.77 in^2 Fv= 85 psi *try: 5.5 X 11.25. df#1 S= 116.02 > 70.66 <ok> A= 61.88 > 33.77 <ok> I= 652.59 * Check deflection E= 1700000 psi dx tl=22.5wl^4/EI= .397 in. = l/ 483 dx ll=(%tl)dx tl= .222 in. =l/ 865 min. camber=1.5(dx dl)= .263 in. . use / ** 6 X 12 df#1 —` : ' <ok> <ok> On; ^. **Beam run** *** H-2 l= \ 10.75 . ft . Wdl= .265 k/ft. Wll= .337 k/ft. ` Wtl= .602 k/ft. #89112 R1,R2= 3.24 k 44 % TL 56 % TL 12/26/89 LDF= 1.25 M=wl^2/8= 8.70 ft -kips V=wl/2= 3.24 kips . Sreq= 64.22 in^3 Fb= 1300 psi Areq= 45.68 in^2 Fv= 85 psi *try: 5.5 X 11.25 df#1 S= 116.02 > 64.22 <ok> A= 61.88 > 45.68 <ok> I= 652.59 * Check deflection E= 1700000 psi dx tl=22.5wl^4/EI= .163 in. = l/ 791 dx ll=(%tl)dx tl= .091 in. =l/ 1413 min. camber=1.5(dx dl)= .108 in. **use: 6 X 12 df#1 kc= "A!�,=�41 1^*° <ok> <ok> 6w G4 00 .-4 Vi vi �u O D n 0 03 (4 O ro rt n rt 'o co _0 Lq co or- 7 tr 7h -fi rt rt N, rt rt I -h -t, c 7,-rT rt -40 Ui 70 741 CT :u G4 00 .-4 Vi vi j. i j ESSIOy,� 01�e9a Q OF CAS. ' f � � �I � , :. , ... � �, !!� ! 4 � � a � � � � i. � �K- . ,. � ., , � 'I�"�c�x�-Ln ...,_ � , � i�. ' .2 1 � � � � .;..�. � ._ ' r = X024 � ; _ �.� ...._ --� _ _ � _ ... . � _...11 .i . � ,, 4 � _., f. . [ t a_.. ` � ..�. . � f� � i 1 .. j i � � i � i i � � �_ , �-3' _. �_ _1.... . _ ' __; � f USQ, 2q: i, S � ?� t �►1 ; � .y � �. : �., � , 1 �_ _ I1 �... i y � �, � � � i � j 4 ��...i., i f I . � ' - .. � � 1 � ' i .f_,_ � . _ � f � � � � r r � � � f � . � � j.. i i` "f__. . �� _4 _ � .I ; - t ._ .�... �. .I_ � � fi � � _ f . i , 1 4 IZ/ 100' Wilt �IZ GZ2 4a� �'✓ r 9� li 02A S # u yo I r (o S .. 2-d e �o, 5 .e k ��ok la c� ..:, . � r �'�' .'��lV�gs' W � �� d1S�� �w�L (Z'i-Pi✓Z� � 0?�� . '�'a .?tn,✓{'f�. . I , *one-way action* P net= 1.499 ksf Vu=(P net)(effective area}= 4.811 kips Vn=Vc=2(f'c)^.5*bw*d= 30.053 kips m Vn= 27.047 kips <ok> � *two-way action* Vu=(P net)(effective area)= 14.203 kips � Vn=Vc=4(f'c)^.5*bo*d= 114.487 kips m Vn= 103.038 kips <ok> *Bendinq moment strenqth Mu=(P net)bl^2/2= 1.171 ft-kips/ft req. Rn=(Mu/m)bd^2= 20.337 psi Required p= .0005 min p(g)=.002 Required As= .0491 in^2/ft= .172 in^2 controls! Min. req. As= .1920 in^2/ft= .672 in^2 **try: 4 no. 4 bars e.w. As= .80 in^2 <ok> *Minimum development length min. l db=0.04(Ab)fy/(f'c)^.5= 7.16 in. Actual embedment length= 13.00 in. <ok> .^` **Point footings** #89112 12/18/89 *Ftg:Typ.gravity loading ^ ' ( ') P= 11.20 kips 80.00 % LL <ok> w= kips/ft. .128 ' Pftg= 1.838 kips ' P total= 13.038 kips **try: 3.50 ft. sq. t= 12.00 in, d= 8.00 in. Column size: 12.00 in. sq. *data: Fy= 40.00 ksi f`c= 2.00 ' ksi m= 23.53 Allowable soil pressure: 1.20 ksf m= .90 P total: 1.064 ksf <ok> p net: .914 ksf P net (factored)= 1.499 ksf *one-way action* P net= 1.499 ksf Vu=(P net)(effective area}= 4.811 kips Vn=Vc=2(f'c)^.5*bw*d= 30.053 kips m Vn= 27.047 kips <ok> � *two-way action* Vu=(P net)(effective area)= 14.203 kips � Vn=Vc=4(f'c)^.5*bo*d= 114.487 kips m Vn= 103.038 kips <ok> *Bendinq moment strenqth Mu=(P net)bl^2/2= 1.171 ft-kips/ft req. Rn=(Mu/m)bd^2= 20.337 psi Required p= .0005 min p(g)=.002 Required As= .0491 in^2/ft= .172 in^2 controls! Min. req. As= .1920 in^2/ft= .672 in^2 **try: 4 no. 4 bars e.w. As= .80 in^2 <ok> *Minimum development length min. l db=0.04(Ab)fy/(f'c)^.5= 7.16 in. Actual embedment length= 13.00 in. <ok> \7/r� \ *Footing design* #89112 12/21/89 Check footings for uplift and lateral loads \ lateral P= 1.65 kips (dl) lateral P= 4.95 kips (ll) total: 6.60 kips \ ` uplift P= 8.20 kips Bay spacing: 25.00 ft. Footing size: 4.00 ft. sq. Footing depth: 2.00 ft. Grade beam length: 21.00 ft. width: 1.50 ft. depth: .00 ft. Check uplift: Net conc. volume: 63.50 ft^3 . Conc dl: 9.53 kips/column Net structure dl: 3.00 kips/column Total dl: 12.53 kips/column uplift: 8.20 kips factored uplift: 5.74 kips Uplift S.F.: 2.18 > 1.5 Check lateral: ' Lateral sliding resistance: .13 ksf contact area 01 Contact area: 47.50 s.f. Net resistance: 6.18 kips/column Lateral bearing resistance: .12 ksf/ft. depth Grade beam: .12 klf Footing: .36 klf Net resistance: 3.96 kips Total resistance: 10.14 kips Actual load: 6.60 kips Lateral S.F.: 1.54 > 1.5 2, OL by r ry) z 2, OL by r / ` \ |47/ ~�� '�~ **Concrete design** #89112 12/26/89 *Case: 1 _ _ LDF : 1. 33 ' Mdl= 2.30 ft -kips Factor: 1.4 Mll= 6.89 ft -kips Factor: 1.7 Mu= 14.93 ft -kips Mn= 16.59 ft -kips ' b= 12 in. d= 14 in. bd^2= 2352.00 in^3 Rn=Mn/bd^2= 84.65 psi Fy= 40.00 ksi f'c= 2'00 ksi P= .(--)016222 As= .27 in^2 � � � m= 23.53 fee-, v ***Lateral data*** Rbf. 1988 ***Wind design UBC Chapter 23 #89112 12/26/89 ~` ' Exposurev B Basic wind speed: 80 Kofl Method: 1 Normal force method Roof pitch: 18.5 deg. Height: 20 ft. max ------------------------------------------ Ce Cq qs ________________________ I p(psf) windward walls .7 .8 17 1 9.52 inward leeward walls .7 .5 17 1 5.95 outward windward roof .7 .7 17 1 8.33 outward leeward roof .7. .9 17 1 10.71 outward soffit* .7 .7 17 1 8.33 upward * Projected area method Height: 40 ft. max ' Ce Cq qs I p(psf) / windward walls .8 .8 17 1 10.88 inward leeward walls .8 .5 17 1 6.8 outward windward roof .8 .7 17 1 9.52 outward leeward roof .8 .7 17 1 9.52 outward soffit* .8 .7 17 1 9.52 upward chimneys .8 1.4 17 1 19.04 any direc *.Projected area method Forces at roof: 0-20' Pu(psf)=cos(roof pitch)*roof force= 7.90 upward 20'-40' Pu(psf)=cos(roof pitch)*roof force= 9.03 upward uV=�n'-AcZ,:, I- ^^ **Seismic worksheet** #89112 De�ign base shear Zone: 3 \ ` Rw= 8.00 S= 1.50 ` C=(1.25*S)/T^.66= 7.93 > Use C= 2.75 h= 10.00 ft. Ct= .02 T=Ct(h)^.75= .11 sec. Ft= I= 1.00 Z= .30 V=(ZIC/Rw)*W= .103 W �� 2.75 x 12/26/89 %AA -01 OF 0 T57, I %AA -01 OF 0 T57, 100133 1y133 svevsQ-� Q�pFESSiOA s @A NA4y��y 1p. 1 _. p 9693 i Or C6►L\�p� � ao�33 12/26/89 Wal I (,.o (J) x- X= X= Wall: +. 25 () W a l l : (0.0 (11 X= �aJall: 4. X= **DL Worksheet** #89112 Floor: l Laine: ry F W2= W3= F2= R3- .� Floor: Line: 2. w1= W2= 023'7/ W3= F1= F2- i - PZ,= I o a2 'Floor: Line: ?j WI= 623^1' W2= W3= F'1= IoU�-k F'2= . F'3= i Floor: Line: 3 W1= W2= W3= PI= P2= F'�,= Floor: Line: W1=. a23�1�`/ ' W2= W.3= PI= F'2= � ao�33 12/26/89 Wal I (,.o (J) x- X= X= Wall: +. 25 () W a l l : (0.0 (11 X= �aJall: 4. X= **DL Workshee-t** #89112 Floor: Line: WI= 0 t3 I W2= W3= PI= P2= p --s Floor: Line-, 42- w I= +/O(.C)OI6) W2= W3= P1- 12�/ P2= .p3= Floor i Li*ne-. wl= W2= W3= p I 111 P 2 P3= Floor: Line: WI= W2= W3= PI= P2= P3= Floor: ine.- Line: W1= WI= W2= W3= Pl= P2= P3= C2-) V ; 12/26/89 Wall: X= V X Wall: Z,3. 0 Wa I I -, X= .` **Shearwall DL RM** Line: #89112 12/26/89 . **Floor: 1 Eovo 2 (~r�` ' W1= .237 Wall: 6.00 ft. ft. ft. W1= .237 k/ft X1= 6.00 ft. W2= k/ft k/ft X2= ft. W3= W2= k/ft X3= ft. X2= ft. <ok> W3= P1= 1.020 kips ft. P2= kips X1= ft. P3= <ok> kips P1= RM= 4.27 ft -kips Load applied right to left... RM= 10.39 ft -kips Load applied left to right... **Floor: 1 Line: 2 Eovo ft. W1= .237 Wall: 4.25 ft. ft. W2= k/ft W1= .237 k/ft X1= 4.25 ft. 018ZS3 1-4 W2= k/ft X2= ft. W3= 1.020 k/ft X3= ft. P2= kips X1= ft. <ok> P1= kipsOF RM= 4.27 C01V P2= applied right to left... kips X1= ft. Load P3= 1.020 kips ' \ RM= 6.48 ft -kips Load applied right to left... RM= 2.14 ft -kips Load applied left to right... **Floor: 1 ' Line: 3 Wall: 6.00 ft. W1= .237 k/ft- X1= 6.00 ft. W2= k/ft X2= ft. W3= k/ft X3= ft. <ok> P1= 1.020 kips P2= kips X1= ft. P3= kips RM= 4.27 ft -kips Load applied right to left... RM= 10.39 ft -kips Load applied left to right... .^ --A2 , **Shearwall DL RMW #89112 12/26/89 **Floor: 1 Line: 3 � Wall: 4.25 ft. W1= .237 k/ft X1= 4.25 ft. W2= k/ft X2= ft. W3= k/ft X3= ft. <ok> P1= kips P2= kips X1= ft. P3= 1.020 kips RM= 6.48 ft -kips Load applied right to left... RM= 2.14 ft -kips 'Load applied left to right... **Floor: 1 Line: B Wall: 4;50 ft. -018693 W1= .237 k/ft X1= 4.50 ft. W2= k/ft X2= ft. W3= k/ft X3= ft. <ok> OF 0 P1= kips --- P2= kips X1= ft. P3= 1.360 kips ' RM= 8.52 ft -kips Load applied right to left... RM= 2.40 ft -kips Load applied left to right ... **Floor: 1 Line: B Wall: 5.67 ft. W1= .373 k/ft X1= 5.67 ft. W2= k/ft X2= ft. W3= k/ft X3= ft. <ok> P1= 1.360 kips P2= kips X1= ft. P3= 1.360 kips RM= 13.71 ft -kips Load applied right to left... RM= 13.71 ft-kipi Load applied left to right... ��� ~~`/�3 ^, **Shearwall DL RM*V #89112 12/26/89 **Floor: 1 Line: C ' \ Wall: 23.00 ft. W1= 268 k/ft X1= 23.00 ft. W2= k/ft X2= ft. W3= k/ft X3= ft. <ok> P1= kips P2= kips X1= ft. P3= kips RM= 70.89 ft -kips Load applied right to left... RM= 70.89 ft -kips Load applied left to right... **Floor: 1 Line: C Wall: 37.50 ft. W1= .268 k/ft X1= 37.50 ft. W2= k/ft X2= ft. W3= k/ft Y3= ft. <ok> P1= kips P2= kips X1= ft. P3= kips ( RM= 188.44 ft -kips Load applied right to left... RM= 188.44 ft -kips Load applied left to right... �^ \ �c��� ,/�� **Plywood shear panels** #89112 12/28/89 Mark - ' Description ( ` ________________________________ 1 3/8" cdx ply with 8d at 6", 12" o.c. good for 1.2*(.220)=.264 k/ft 2 3/8" cdx ply with 8d at 4", 12" o.c. good for 1.2*(.320)=.384 k/ft 3 3/8" cdx ply with 8d at 3", 12" o.c. good for 1.2*(.410)=.492 k/ft 4 3/8" cdx ply with 8d at 2", 12" o.c. ' good for 1.2*(.530)=.636 k/ft 5 1/2" cdx ply with 8d at 6", 12" o. good for .260 k/ft 6 1/2" cdx ply with 8d at 4", 12" o. good for .380 k/ft 7 1/2" cdx ply with 8d at 3", 12" o.c c OF d for r .490 k/ft 8 1/2" cdx ply with 8d at 2", 12" o.c. good for .640 k/ft ( 9 1/2" cdx ply with 10d at 6", 12" o.c. good for .310 k/ft 10 1/2" cdx ply with 10d at 4", 12" o.c. good for .460 k/ft 11 1/2" cdx ply with 10d at 3", 12" o.c. good for .600 k/ft 12 1/2" cdx ply with 10d at 2", 12" o.c. good for .770 k/ft 13 5/8" gypsum board. Nail with 6d cooler or wallboard nails at 7" o.c. max. Edges need not be blocked. A **Shearwall analysis** #89112 12/26/89 **Floor: 1 Line: 2.00 . ` P= 3.39 k . wall: 10.25 ft. ht= 10.00 ft. V=P/wall= .331 k/ft.use wall: 2 Sill nailing - 16d good for : .108*1.33=1.43k/nail use 16d § 5 " O.C. Wall: 6.00 4.25 ****************************************************************** no. 1 1 ,/ wa1l: 6.00 4.25 OTM: 19.844 14.056 RM(a): 4.27 6.48 RM(b): 10.39 2.14 tie(a): 2.833 2.291 tie(b): 2.153 2.972 Tie forces from above, where applicable: tie(a)z tie(b): Net tie forces....... owe tie(a): 2.83 2.29 tie(b): 2.15 2.97 ****************************************************************** Use. . . . . . . i (a): HD2 HD2 (b): ' HD2 HD2 Stud: 2-2x6 2-2x6 A ^ .. ,. **Shea`wall analysis** **Floor: 1 �\ #89112 12/26/89 Line: 3.00 ' ' P= 3.39 If. wall: 10.25 ft. ht= 10.00 ft. V=P/wall= .331 k/ft. use walli 2 Sill nailing - 16d good for : .108*1.33=1.43k/nail use 16d § 5 " O.C. � Wall: 6.00 4.25 ****************************************************************** no. 1 1 dwall: 6.00 4.25 ' OTM: 19.844 14.056 RM(a): 4.27 6.48 RM(b): 10.39 2.14 tie(a): 2.833 2.291 tie(b): 2.153 2.972 Tie forces from above, where applicable: tie(a): tie(b): Net tie forces....... OF CAV tie(a): 2.83 2.29 tie(b): 2.15 2.97 ****************************************************************** Use....... (a): HD2 HD2 (b): HD2 HD2 Stud: 2-2x6 2-2x6 °~ **Shearw'all analysis** ' #89112 12/26/89 **Floor; 1 Line: B | \ ` P= 2.� 44 k ( wall: 20.34 ft. ht= 10.00 ft. V=P/wall= .120 k/ft. use wall: 1 Sill nailing - 16d good for : .108*1.33=1.43k/nail use 16d § 14 " O.C. aIl: 4.50 5.67 ****************************************************************** no. 2 2 dwall: 9.00 11.34 OTM: 5.398 6.802 RM(,a): 8.52 13.71 RM(b): 2'40 13.71 tie(a): -.063 -.412 SJ tie(b): .844 -.412 Tie forces from above, where applicable: tie(a): tie(b)- Net tie forces....... tie(a): -.06 -.41 Oro t ie (b) : .94 -. 41 ****************************************************************** Use. . . , . . . (a): . (b): HD2 Stud: 2-2x6 r-, �^''-'W-*.. `/ - ' - :pnlS :(q) :(e) > . ,,,,.^^esO :(q)eE q Id 20^2- -17L^T- ^^^^^^^sez-4oj. :(e)eT� eT�� �eN :(q)eTJ ^exoqe :(e)eT4 :eIqezTIdde ejeqm mo -4:+ sez.4o-j eTl La 62L^T- :(q>eT� tr20^2- 62L^T- :(e)eT� i7t'^88T 68^0L :(q) W8 -17 tr^88T 68^0L :<e>W8 628^TT T93^L :WlO 09^L2 00^23 :IlemP T T ^ou ****************************************************************** 0s 00^23 :lIeM ^z^o , qT § pqT esn lTeuJ;r^T=22^T*80T^ : �o:� Poob P9T - buzI�eu IlTS 2T :lIem esn 114/� 320~ =Ilem/6=A "IJ- 00^0T =1.4 ^4:� 09^09 \ :llem ,i T6^T ' - =6 ) 3 :euT T :AooI��** 68/93/3T 3IT68#' **sTsAIeue ^ lIem�ee4S** `~ ~-/v" °^ **Collector forces** #89112 12/26/89 ***Line: 2 _Fl.00r: 1 P= 3.39 kips ( / **Data: l'=total lenqth= 25.92 ft. l=shearwall total ~ length= 10.25 ft. v'=shear per foot (total length)= .131 kips/ft. v=shear per foot (shearwalls>= .331 kips/ft. wall: 4.25 ft. opIng : 15.67 ft. .850 kips wall: opng: 6,00 ft. ft. -1.200 kips�� k ips ~- J Via l l : ft. k ipsyL op ng ft. kips « wall: ft. kips op ng ft. kips wall: ft. kips opng: ft. k i p wall: ft. kips op ng.- ft. kips wall: \ ft. kips opng: ft. kips CID wrC��,��� ^ ` ~ � �* **Collector forces** #89112 12/26/89 ***Line: B Floor: 1 P= 2.44 kips ( ' **Data: l'=total length= 51.33 ft. Z,� ._I, ^!, .~�� ' l=shearwall total length= 20.34 ft. v'=shear per foot (total length)= .048 kips/ft. v=shear -------------------------------------------------------- per foot (shearwalls)= .120 kips/ft. wall: 4.50 ft. opng: 10.33 ft. .326 kips wall: 5.67 ft.- -.165 kips opng: 10.33 ft. .246 kips wall: 5.67 ft. -.246 kips opng: 10.33 ft. .165 kips wall: 4.50 ft. -.32! kips,00-� opng: ft. kips wall: ft. kips opng: ft. kips wall: ft. kips opng: ft. kips wall: opng: ft. ft. kips kips �4 **Collector forces** #89112 12/26/89 ***Line: CFloor: 1 � P= 1.91 kips - � **Data: l'=total length= 63.50 ft. l=shearwall total length= 60.50 ft. v'=shear per foot (total length)= .030 kips/ft. v=shear per foot (shearwalls>= .032 kips/ft. ___________________________________________________ wall: 23.00 ft. opng: 3.00 ft. .034 kips wall: 37.50 ft. -.056 kips \ opng: ft. kips wall: ft. kips opng: ft. kips wall: ft. kips op ng: ft. kips wall: ft. kips opng: ft. kips wall: ft. kips Op ng. ft. kips wall: ft. kips opng: ft. kips HA bp wall: ft. kips ' kips � ~" **Anchor bolts** **Line: 2,3 ' - \ **Data:Bolt size: .5 in. good for: .84 kips w= .331 k/ft. Use bolts at: 30 in. o.c. min. ---------------------------------------- **Line: __________________________________ #89112 **Line: B **Data: **Line: C **Data: 0 0 Bolt size: .5 in. good for: .84 kips W= .12 k/ft. Use bolts at: 84 in. o.c. min. ------------- Dolt size: .5 in. good for: .84 kips W= .032k/ft. . Use bolts at: 315 in. o.c. min. ___________________________________ 12/26/89 1y ' VARCO-MDEN VP BUIALDINGS INTERNATIONAL DATE: February 6, 1990 JOB NO: 43929 FOR: Gene Camp AT: Chico, California Gentlemen: FRIII cft?m BUILDING DEPARTMEN► APPROVED This letter certifies that the above mentioned Varco-Pruden Building System has been designed in accordance with Varco-Pruden standard design practices which have been established based upon pertinent procedures and recommendations of such organizations as AISI, AISC, AWS, MBMA, ASTM and UBC. The structural integrity of the framing systems and components fabricated.by Varco-Pruden have been checked by the undersigned Professional Engineer. Varco-Pruden has been issued a Certificate of Approval Number 636 by the Board of Building and Safety Commissioners of the City of Los Angeles as an approved Fabricator of Structural Steel. Varco-Pruden has been issued License No. 256149, Classifications B-1, SC -43 and SC -51 for General Building, Sheet Metal and Struc- tural Steel by the State of California Contractors License Board. Varco-Pruden is an approved steel fabricator by the International Conference of Building Officials Report No. FA -240. This letter of certification does not apply to the design of the foundation or other components supplied by others. Further, it - is understood that erection of Varco-Pruden furnished items shall be in strict compliance with pertinent documents furnished by Varco-Pruden. Specifications, Data and Dime,;nsion Charts and Calculations are attached. Sincerely, VARCO-PRUDEN BUILDINGS Lyndon K. Jordan, P.E. Senior Design Engineer LKJ: EPP VARCO-PRUDEN, PO. BOX 1824, TURLOCK, CA 95381 TEL. (209) 667-4951 A UNIT OF AMCA INTERNATIONAL CORPORATION .STRUCTURAL CALCULATIONS FOR BUILDER Modern Building Company CUSTOMER Gene Camp C I Pt & STATE Chico, California JOB. NO 43929 TABLE OF CONTENTS.: LETTER. OF CERTIFICATION DES-I.GN LOADS & FRAME FOUNDATION LOADS BRACING..SYSTEM DESIGN SHEETING DESIGN DATA PIISCELLANEOUS STRUCTURAL DESIGN & DATA SECONDARY FRAMING DESIGN & DATA PRIMARY FRAMING SYSTEM DESIC .00--- ME3�A WTAL Mm"a'r�w�eruaw. �u►noa SECTION A SECTION B SECTION C SECTION D SECTION E q No. 43 ,2 Page A of DESIGN DATA Oate�9 O ® ( Structural) Prepared by -Z-44 Reviewed by i BUILDING DIMENSIONS 4!5'O X /2S X / c3 c7 EH. ( :12) DESIGN LOADS - Governing Building Code 16 B lJ6 Roof Loads: Live -2-0 psf, Reduced per UBC Table 23C Yes No Snow psf, Additional 'USER' Dead psf Floor Loads: Live psf, Dead Load psf Wind Loads: Seismic zone: 3 Crane Load: , if YES, see Design*Data Page A2. Snow Drift: if YES, see Design Data Page Other Loads: -� MATERIALS Yield Strength ASTM (ksi) Hot Rolled Shapes (Angle, Wide Flange) 36 A36 Structural Steel Plate50 A36 Modified Bracing Rod 50 55 65 A572 Cold Formed Light Gage (C,2, Double C) 55 A570 Gr 50 Roof & Wall Sheeting 50 A446 Gr D Bolts A325N, A307 (A325X as noted) NOTES - OTHER NOTES *Anchor bolt sizes are determined by allowable shear and tension of threaded bars per AISC (Fy - 36ksi). Method of transferring forces from anchor bolt to concrete footings to be determined by others. '1981 MBMA may be used in lieu of UBC per ICBO Report 14018. MBMA Manual will be sent on request. Revision No Date By Revised Pages VARCO-PRUDEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 9 1142 . FRAME NO. 6 DATE: 1-31-90 SPAN = 60'-0 RIDGE FROM BACK BLDG LN= 30'-0 BACK SIOEWALL HEIGHT = 18'-0 ELEVATION OF FRONT COL = BUILDING LENGTH = 125'-0 FRONT ROOF PITCH = 1.0000 12 -THIS-FRA74=--RTWIR'ED-Ohl-FR-A-ME-LINES-: 1, q - --- -- - -- ' -------------- i BAY SPACING = 12.50 FT. LOADING:- ADD'L DEAD = 0.00 PSF ('TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF (PURLINS 6 SHEETING) + FRAME 'WEIGHT 2.B5 PSF)" -" LIVE -. 25.00 PSF- 8' -PS F- - -- SUMMARY -OF FOUNDATION LOADS: 2.62 2.62 18.-59'-FROM-BA{-K--&LOG-L-ItJE- 4.66 - 0.00 3.04 - 0.00 ENDPOST'# 2-'' 1135, 0, 0, 0 - - - iHE AB'O -WIT I-L-UAI)S APPEAR -SN-3-COATI-CASES-AS-'VESCRI E"EL-OW. 1,11,41i 0, 0 2.62- --- - - - ---'- SIDE LOAD COMBINATION STRESS LOAD CODES._ VERTICAL DESCRIPTION ----------=----=------------=---- =-->FACTORS. i.. -----�IlV�U'TU --�00 1,11,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(I) + MBMA EP SUCTION + + 1.33 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ MBMA EP SUCTION + + 1.33 SUMMARY -OF FOUNDATION LOADS: 2.62 2.62 18.-59'-FROM-BA{-K--&LOG-L-ItJE- 4.66 - 0.00 3.04 - 0.00 ENDPOST'# 2-'' 1135, 0, 0, 0 - - - - -1:-FIIRtE='1c79S-NOMEY�T=INCH=tiCTPS -- 1,11,41i 0, 0 2.62- --- - - - ---'- SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT -----�IlV�U'TU P l iii-DOWN-(+-�OtlNTER'C-L�CiCif-ISf� ;;.i BACK SW 'COL 19-35, 0, 0, 0 - - - 2.05 0.00 -• _.__ ; 1,11,41, 0, 0 1.15 1.15 1.35 - 0.00 UPLIFT DOWN (* COUNTERCLOCKWISE) BACK SW COL 1.15 1.15 FRONT SW COL 1,35, 0, 0, 0 - - - 1i 2.05 0.00 x 2.05---- -0.00-•---- - -- - -- ---- -- - -----.._ .--_ ..-- ENOPOST 7# 1 2.62 2.62 4.66 - -1,74,41, 0, 0 1.15 1.15 0.14 - 0.00 -" 1,11,41, 0, 0 2.62 1,74,41, 0, 0 2.62 2.62 2.62 18.-59'-FROM-BA{-K--&LOG-L-ItJE- 4.66 - 0.00 3.04 - 0.00 ENDPOST'# 2-'' 1135, 0, 0, 0 - - - - - 6.52 0.00 AT 41.501 FROM BACK BLDG LINE ; 1,11,41i 0, 0 2.62- 2.62 -2.63 - 0.00 ! ----9.-�14�4i�-OZ-U---- 2c-62 2:62-------1.-0-1-- - -------0.-00-- -- ------ •,i MAXIMUM FOUNDATION LOADS: --t:--tA-X-FSiUNffAT3rt tOAVS-CAN-BE--Fii(YM-ANY-Lii'AD--"-S-E --- ------ -- - 2. `MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY LOAD CASE -1-DE--------HCR-IZONTAL-HOR3Z011T-AL - - VER-T-ICAt-'-VERTTCAL------ -MOMENT--- MOMENT- -IN INOUT UPLIFT DOWN (* COUNTERCLOCKWISE) BACK SW COL 1.15 1.15 1.35 2.05 0.00 2.05---- -0.00-•---- - -- - -- ---- -- - -----.._ .--_ ..-- ENOPOST 7# 1 2.62 2.62 4.66 6.52 0.00 AT 18.50' FROM BACK BLDG LINE ENDPOST # 2 2.62 2.62 4.66 6.52 0.00 AT 41.50' FROM BACK BLDG LINE VARCO-PRUDEN A UNIT OF AMCA INTERNATIONAL CORPORATION FRAME NO. 6 BAY SPACING = 12.50 FT. DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 43929 A PAGE: Y8 4'Z DATE: 1-31-90 SUMMARY OF BASE PLATES: " -'-- MARK NO. MOTH TK LENGTH NUMBER SIZE - 3T0 'FRONT' BP-AO8310--' 8.00'X' 3/8'-X-10.00 (2) 3/4 DIA. A36' - ENOPOST #--1 BP=A08310--8.00-X 3f8 -'X 10.00 (2) 3/4 DIA. ' A36 -- EftDPIIST- 2-BP=A08310-�:OU�(-3/'B�Z��O --(21-----3747- O-rA-; --A367-- --- ---- --i.. t' VARCO-PRUDEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: AF A¢ FRAME NO. 1 DATE: 1-31- 0 SPAN = 60'-0 RIDGE FROM BACK BLDG LN= 30'-0 BACK SIDEWALL HEIGHT = 18'-0 ELEVATION OF FRONT COL = "FRONT'S IDEWAll-HETGHT--= T8•=0- ---- -- ---- -' --- -- -BACK-'ROOF-_PI7 CH' BUILDING LENGTH = 125'-0 FRONT ROOF PITCH = 1.0000 12 -.THIS'-F'R-AME-RE'GDIRED -CN--FRA-ME-CINES_-.' --3� 4� --g�- --------------.-... ------------- ------------ ----- - - ! BAY SPACING = 25.00 FT. LOADING: 'ADD'L DEAD 0.00 PSF (TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF (PURLINS E SHEETING) + FRAME WEIGHT = 2.85 PSF) LIVE _' 20.00 PSF .. _ - WIND- _ "13.78 -P'S F-- - -- --- --- - - - --- - - --- - - - -------- THF-AEOVETOADS--CDM -rNED-WITH-AWY-PECTA-L-t'D11bS--APFEA'R--TN-3-L'OAD -CASES AS-bESCR18t'D-8'ELOW` - -- STRESS LOAD CODES-. <--- ---=------��__�__�_ DESCRIPTION -------- _-- >FACTORS 1,11,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(I) + MBMA EP SUCTION + t 1.33 -- -1,74,41, 0, .0 DEAD LOAD -- + 86MBMA WIND BACK(II)+ MBMA EP SUCTION -- + - + - - - --- - 1.33 SUMMARY OF FOUNDATION LOADS:- ---I -.--FO"R'CE--K-IPS OADS: --1--FO"R'CE=KTpS- MOMENT=Y7NCH=-KI-PS -- --------------------- ---- i_i SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT z! BACK SW COL 1,35, 0, 0, 0 - 6.66 - 11.14 0.00 1,11,41, 0, 0 6.14 - 7.93 - 0.00 -----------1�74�47�_O�.U_- -4:T7 - �-.-----5-80---- __-------0:00--- -------- -------------_ ._--.'i -- FRONT SW COL 1,35, 0, 0, 0 - 6.66 - 11.14 0.00 K 1ZZ; G7� p�-p----�.-4q--- _ 4�3----_ ---- O:UO-- �Z- •-v - 1,74,41, 0, 0 0.11 - 0.70 - 0.00 --MAXI?1UM' fflUNUi+'T3'LiN-tOA05:------------------ - -------------- -- _-.----- --- ---- --- ----• -- - 1. MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE 2. MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY LOAD CASE SIDE' HORIZONTAL --HORIZONTAL VERTICAL VERTICAL MOMENT ..i IN OUT- -UPLIFT- DOWN' (+ COUNTERCLOCKWISE) - - - -- ------- BACK�it-CflL--6:1k--6-6�-- 7793 1114- 0:U9- 1 FRONT SW COL 6.14 6.66 7.93 11.14 0.00 i� SUMMARY OF BASEPLATES: ---STDE-<= -- - BASE -PLATE -DATA- - -- -->--<----_--ANCHOR--BOLT--- DATA - MARK NO. WIDTH TK LENGTH NUMBER SIZE ---------EAtK---8P=AO83U8-�:00-�(-3/B-X---8:00--- -(-29 ---- 3/4 -OI -A --A35 ----- --- ----------------, FRONT BP -A08308 8.00 X 3/8 X 8.00 (2) 314 DIA. A36 VARCO-PRUDEN BRACE ROD DESIGN JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: B1 DATE: 1-31-90 SPAN = 60'-0 RIDGE FROM BACK BLDG LN= 30'-0 li BACK SIDEWALL HEIGHT = 18'-0 ELEVATION OF FRONT COL = 0'-0 i —rtR9Ni-SIbEWAtL- HEIGHT—= -18' 0- -- — - --- -8-ACK-ROOF--PI-TC-H----1,.-0000---l-2-- BUILDING 8AtK-ROOF-PliC-H- —3':0000--12— BUILOING LENGTH = 125'-0 FRONT ROOF PITCH = 1.0000 : 12 1tTND13. S'S-FWCTOR�-1:33— -- — ---------- --- ROD YIELD = 65.00 KSI i NIND'MARD COEFF = 0.81 ---LErW 1' -COEFF 1:0'6- 18'-6 23'-0 18'-6 —ROQf �RAt'E D-8 *Y -SP --2 5 -.00 -F% -B R -AC -EB -BAYS BACK-- SI'DEWAL"C `---1-8RAtfD -BAYS— -OSGN'-BAY SP- 25:00 -FT- BRACED BAYS --=---3 - - - - - - - FRONT SIDE-WALL""- '-1 -BRACED--BA'YS'- - '0'SGN' BAY" SP '=' 25:00 F'T' -"'BRACED 'BAYS-- 3-"- ROOF BRACING TOTAL APPLIED WINDWARD LEEWARD STRUT FORCES STRUT FORCES PANEL ROD ROD --LtiA$5(iCi�S�'�8Afl5 �4A05 BRAC£ii-BAY lJNBR7AC-ED-6-AY---SHEAR QTY--DI-A-METER----- ------- 1;22'(BK' EAVE)- 0.-93 __ _-__0:28 3:90' -' - - -0.28 -2.96 - 1:0 3/8^ EAVE-PANEL- AVE'PANEL 2.'96 2:9b .. _.. _ .. 2:27 --' 0:69 ... - 2:27 _ -0:69 0.00 1.0 3/8" -RIDGE PANEL 0: 0A 0:-00- ----- —; 2.96 2.27 0.69 2.27 -0.69 0.00 1.0 3/8" �� RIDGE PANEL 1.22(FR EAVE) 0.93 0.28 3.90 -0.28 2.96 1.0 3/8" EAVE PANEL " BACK SIDEWALL-BRACING EAVE'RE'ACTI'ON _' -4:18-KIPS PER BAY - -- - -. --- —iz ROD RDC _ __.... _. _. __..... - -- _ _. _ _. __.--• -. i ..:,� 1.0 1/2" FRONT-SI0-EMAtt--BR-AC-%NG---E*Vf-itEA%T-%WN--4w-9-K-IPS--- PER-8AY— ----------- - ::, ROD ROD QTY DIA'METER- No. 26 Gage Panel Rib Load Chart page Date 2 of f° Prepared by yam,. Reviewed by Load Chart for Panel Rib (psf) Basis: 1. 26 gage 2. Fy = 50 ksi, Fb = 30 ksi " 3. E = 29,500 ksi3 4. Sx = 0.0451 in (top of rib in compression) Sx = 0.0493 in3 (top of rib in tension) 5. Ix = 0.0419 in4 6. Maximum deflection = 1/180 Allowable Load (PSF) 310" 313" 316" 319" 410" 413" 416", 4'9" 5'0' Simple,. Bending 100 85 74 64 56 50 45 40 -36 Simple:., Deflection 136 107 85 69 57 48 40 34 29 3-Span, Bending 137 117 101 88 77 68 61 55 49 3-Span, Deflection 256 201 161 131 108 90 76 64 55 4-Span, Bending 128 109 94 82 72 64 57 51 46 4-Span, Deflection 272 214 171 139 115 96 81 68 59 Bending Deflection Simple it = 2FbSx 1000 w = 384(E)(Ix)(12)(1000) 3 V 5 L3(180)(1728) 3-Span w = FbSx 1000 w = 121,E Ix (1000) 0.100 12, L 0.0069 L 180 1728 4-Span w = FbSx 1000 w = 12(E)(Ix)(1000) (0.1071)(12)(L2) 0.0065 L j 180 1728 Panel Profile 12" 1.333" 4.662^ 4.662' 1.333^ .289 .610" 2.731^ 1.177^ .544" .500" NT 191" F'Ii .144 s,Q VARCO-PRUDEN PURLIN DESIGN JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: ','1 ---------------DATE:--1-3'1-90-------1 sn%7 f BACK ROOF PURLINS CONTINUOUS PURLIN SYSTEM ---GAGE-"StD---STItESS--55-.00 I - --- ----- ! ALLOWABLE BENDING STRESS = 33.00 KSI PURLIN LOAD -SPACING =''5.00 FT ; 1980 A -- -- -- ------ --;,i LOADING: ADD'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF FOR PURLINS E SHEETING) �L1 -tivE- 00 SF 9 _ - - ---'"-WIND---- 13.78-PSF- Zt:UAU --_ 13.78'PSF- 'CIIAU C7IS�TH-THE 'fQttv1t2NG-L-OAV-to i 1935, 09 0, 0 1 1,11,41, 0, 0 1 „ ------ ---BA'Y'-1"=-24:50'----..- ---BAY.- 2-=-25-. 001 BAY --3 = 25:00'--_._..--_--. -BAY-4 25:00'•'-- I' -- I ---0.01 187O"-- j 1 (16) I (17) 1 (17) 1 (17) I GAGE 2:09 8 -3.56 1.38- -3:55- 1-78 - 3:87 -SX-------:.. MOMENT -0.2 -0.2 -62.6 -62'.'6" -90.9 "-58.7 -58.7 --46:6 -68.5 -45.2 -45.2 -45.2' -68.5 -46.6 -58.7 -58.7 -90.9 1 i 0.1 0.1 39.4 39.4 57.2 37.0 37.0 29.3 43.1 28.5 28.5 28.5 43.1 29.3 37.0 37.0 57.2 2 n� OOf . 7-7-1i-23 -.-v0- FT 1 -90 -AT -23:00- F T --PEAK--S T -R E-S3-�; _. _1.36._ _ __. -0.27 _ -,. _ --0.73 -0.27 D - --- - fix• rl BAY 5 = 24.50' - LAPS (IN) - y 1 (16) 1__ _ GAGE 3.87 2.09 2.09 -- --SX MOMENT .___9O_.9 62.6 -63:6 57:2 39.4 39..4 0.1 0.1-- - .. _ _ .._ - -- - 2 - 0.91 AT 1.50 FT MAX STRESS '. -1.35 0 1: VARCO-PRUDEN PURLIN DESIGN JOB: 43929 A A UVIT OF AMCA INTERNATIONAL CORPORATION PAGE: /_-2 ---- T--• -----------------.-_-------'DACE':-1-33'-90--- - Q�✓ S BACK EAVE PURLINS SIMPLE PURLIN SYSTEM - ALLOMABLE'BENDING STRESS = 33.00 KSI 'EI PURLIN LOAD SPACING = 2.35 FT iE --1'98 -.- -- - - LOADING: E• AOD'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = AOD'L DEAD + 2 PSF FOR PURLINS E SHEETING) Ie tIVE _ 20.00 pSE- _ "-MIND" ' ' " ' = 13.78 PSF' , ,I tTOITTN G__CUA D -TCW E -S. - - 11,35, 0, 0, 0 11,11,41, 0, 0 .B.A.Y.-1 _ ..24"50,-'- ---- -BAY. ..2--='-2'5:00•. -.--_-. -BAY- -3 ='25.00 ---.._-.-BAY---4'='-25:001- ------------------=I---------------------------t. - - -_ _._... - i•:11 -. (17) I (17) 1 (17) 1 (17) 1 GAGE i;:' _--I1.18 ------------- T -.It -3-X . 'MOMENT-". 46.4 48.4 48.4. 48.4 -29.2 -30.5 -30.5 -30.5 227 (� -X99-717 0-Fi .2�ltT-12:SO�i--0-�2-.5 F :-8-2-Af---1-2-. 5FT MJ1x 5Tfk-es-S-j.I - - -1:56 -1.69 __ -1.69 -1.69 .D._ BAY 5 ='24.501 i r (17) I -. GAGE 1 1.78 I SX - 46.4 MOMENT - - --29:2 _., - . _... _ 2.... 0.79 AT 12.00 FT MAX STRESS _ -1.56 D VARCO-PRUDEN -A"UNi-T-OF--A-mc t-iNTERNA'T'I-aNAt-c'ORPORA-Ti JOB 43929 A BUILDER MODERN BUILDING COMPANY --CUSTOMER---GENE-CA-MF - ENOWALL FRAME DESIGN - INPUT CONDITIONS JOB : 43929 A - -- -- - -- ---- ---- - -----PAGE-:-1 -- -- -- -- --- -.-._._.. DATE: 1-31-90 PROFIT CENTER: CALIFORNIA JOB SITE CITY CHICO , CALIFORNIA BUILDING DESCRIPTION: ---- .---_--.--_'----- -----•--. _------� ITEM FEET E INCHES DEC. FT. DEC. IN. METERS I•: � SPAN 'BACK--SIDEWALL"'H'EIGHT "= "" 1'8'- 0-0/16 0/16 '18.0000 216.0000 " " 5.486 FRONT SIDE'WAL'L-HEIGHT' _ 18'- 0-' 0/16 18:0000 216.0000 5.486 -BUltDTNG-L-ENGTH =- 125y- 0-0716--121:0000--- 1500:0000--•38-160------ ---- -- ------ - --- -- -- -- RIDGE FROM BACK BLDG LN= 309- 0 0/16 30.0000 360.0000 9.144 ELEVATION OF FRONT COL.= 0A- 0 0/16 0.0000 0.0000 0.000 "-BACK-it0PfTCH- i. 000II- =- i 2 --- - 'FRONT"ROOF-PITCH--- ' _-----1'.'0000--: -12'-' _ ._.. _ _ _ -- -- .__...._ _._ _ _ ...• ... _. _--- - _ '--A'Tiid:-£iVONAtt�irS�-CN�i-ERAT-ISN-3-T-A'RifO-k3iii-3-IiJGt-E-SEL-T-I-ONS--------------•- -----------•- . --- -'L'OAOliNG:--AD0•t-DEz1V 0.-00--PSF---(-T-OT- L -DEA-D-L-OAO -- ADD'L-DEAD-+-2-PSF- (PURt-1-NS-C-SHEET-1-NG-) RAi4E-ilfiGHi--2.-85 -L-IVE..._._ .-_ -20.00 -PSF HIND' = 13.78 PSF THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: STRESS tOA9 >FAGT-GR-S--..' 1,35, 0,''0,"0 DEAD LOAD + LIVE LOAD M/TRIG RED+ - - + - + - T' - 1:00 - -- 1,11,41, 0,'0'DEAD"LOAD + '86MBMA WIND'BACK(I') + MBMA EP SUCTION + + 1.33 - -- 1 7-4741 -, 9,-0 0fA9LOAD 33 --B-AY-SfAt-1-NGS-PQL-L-OW --- -- -- - --------- --- 1 SAY = 25' 0 -0/16" BETWEEN FRAME LN. 1 AND FRAME LN. 2- 2 SAY = 25' 0' 0/16" BETWEEN FRAME LN.' 2 AND FRAME LN. 3' - ----- -3-BAS'-=-25A---O--O-/-1-6w Bfii1EE-N--Fft-AME-L-N-.--3--AND-FRAME-LSI.-4 -- - ----- 4 SAY = 251 0 0/16- BETWEEN FRAME LN. 4 AND FRAME LN. 5 5 BAY = 25' 0 0/16" BETWEEN FRAME LN. 5 AND FRAME LN. 6 .--- - --$Ui-L-DI-46 L-- swuw^u rxxws uEsIsw - INPUT comoIrIows vxxco-rxonsw Jou vzp ^ ' ---nnnor'op-Ancn--zMcnmxnInmnnL-ronponA-rInm--------'---'--'---'-----------------''------------------p*���'7�� --- ---'------� o^re` z-sz-vo --PnnL-MI------------�----�------- _'' arr swuw^u sInr DATA - oImswSIow FROM uLoc' uws TO ourszns cocumw p^cs IS n^ z n~ s/ 8- / MAXIMUM wxxInma srxr sr^cIwo IS 71 o n/zo~ i.. 7non�aAS'E) ---'---------------'-'------- . c r" z 1/ 4~, z 50 o 0/16~, z s, o 0r16~, z" z z/ 4~, .'. ozmsws/owpxoesxvs-PoncIw-To'FzxxrIwTsxzux ponLIw'ts +, z p���~ SECOND��Iw ���� V-P__. --_-- ' - -_ oIoGs s,xce IS r a 0/16~ � � -P--_. --_ _- 4- .'_ ` - '.~^^~ ~..^^~ .. ~ . .,^~' ____-----� ° vmss spxce Is z, a 0/16~ .. ~. - ENDWALL FRAME DESIGN - INPUT CONDITIONS VARCO-PRUDEN A -UNIT'-Or--AMC-ATNTERNATI-ONAl`CORPORATION -- ---- JOB 43929 A -PAGE: /5-3 -- . --._.-- DATE: 1-31-90 SPECIWr-FRA?'E-D-ATA-F'OR-THE o`FRAME-FDVL-QWS: - -'--------�--- - --- SYMMETRY = 1 1=YES I SHAPE CODE = 2 1=RF SELECTED BY PROGRAM I DESIGN CODE = 1 1=YS AUTO -DESIGN FRAME 2=N0 -j-"- 2=C8-'SFL�CTED 'BY-PROGRAM --1- - -- 2=HD-HOLD-DEPTHS G 'DESIGNI-- -"'-' ----- 3=SP SPECIAL FRAME INPUT I 3=SC STRESS CHECK FRAME I DEF CODE = 0 1=MIN. 1 I LOA3ING: 0.00 ADDITIONAL DEAD LOAD _ .AX:-I-NUMBER-OF-SUPPDRTED-PUINTS-----5-1-- ---'----2:00--PURLINS" E" SHEETING---1---- -3=INT. 1 _. NUMBER OF SPECIAL MEMBER RELEASES 0 I 0.65 FRAME DEAD LOAD I i' _ _ NUMBER -OF INTERIOR COLUMNS 2'1 TOTAL DEAD 2.85'PSF -------1VG-L'-AY-SP'ACE-T2-50�-1---JUMBER-OF-KEMBERS- CIYE-25:00-PSF------- -- -1- i NUMBER OF CENTER LINE JOINT POINTS 13 I MIND 13.78 PSF --TRIS-FRpT7E-REfl02REDON"-FRA-RE-17 -- --- ---- -- --- EMBER DATA=' - MEM FLANGE HES GAGE DEPTH LENGTH AREA SX RX RY YIELO(KSI) KLXX KLYY LB SPLICE CODES TK WIDTH TK (FT) (IN2) (IN3) (IN) (IN) FLG WEB (FT) (FT) (FT) J1 J2 1 0.059 2.50' _SGLC '17" 8.50 ' 17.-348 0.85 1'.86 '3.24 0.90 55.0 55.0 16.45 SET BY PEG SPACE BP KN FRAME ' -SIDE 2. ._. .. 2 082-3: JV-ST�t-C--11:5V--15:353-x:62 -- 4-76��-4'1-1:-27--55:0--55.0- -17:18--Srti' B'Y PETi-SPACE--'--K-N--3'S -- 3 0.082 3.50 DBL C 14,14 11.50 2.776 3.24 9.52 4.41 1.36 55.0 55.0 17.18 SET BY PEG SPACE SS SP LOCATION OF END POST MEMBER NO. 11 LOCATED AT 184 6 0/16" ---4 0.082 3-.5-0--l)-B t --C-1-4-, r4 11 9 - SP --SS 5 " 0.082 3.50 'SGL C _ 14 11.50 9.040 1.62 4.76 4.41 1.27 55.0 55.0 11.54 SET BY PEG SPACE SS SP ! FRAME -'SIDE 3 171:5b- 9-.-040-- -'1:62--4-76--4:4'1----1 29--'557;-0'--55;-0 11:54-' -SET"B'Y -PEB--SPACE--Si----SP----- --...; 7 0.082 3.50 DBL C 14,14 11.50 2.224 3.24 9.52 4.41 1.36 55.0 55.0 11.54 SET BY PEG SPACE SP SS LOCATION OF END POST MEMBER NO. 12 LOCATED AT 41' 6 0/16" -`- -0:-08 2-.776---3-.24 -9:52-4-41--'1:95 55 0- 55.0"-' 17:18- -SE-T-B-Y- PEG -SPACE- --SS-SP- !,' 9 0.082 3.50 SGL C" 14 11.50 15.353 1.62 4.76 4.41 1.27 55.0 55.0 17.18 SET BY PEG SPACE KN SS FRAME SIDE 4 --1fl-0:059- 2afl-Ski-C�7 - - 8 50- i9�48- �i:83-�:B6�J-24--0:90--55:0 55ziI--16.-45 --SET-B-Y-PEG-SPAt-E-. END POSTS FRAME SIDES 5, 6 AND 7 FOLLOW: - -FRA-RES3lflE--5- ---- - --- - - - - --- -- - --- ---- 11 0.059 5.00 DBL C 17 8.50 17:869 1.70 3.72 3.24 1.13 55.0 55.0 17.87 SET BY PEG SPACE SP SP FRAME SIDE 7. - - - -' 55.0- - 17:$7----SET-BY- PEG -SPACE ---BP SP ! ENDNALL FRAME DESIGN - INPUT CONDITIONS VARCO-PRUDEN JOB 43929 A ---A-VN'IT--CF-A- ICA-INTERIQAT2bNAt-C-ORPORATION-- - -- — -- -- - -- -- ----PAGE '�i'4----- --- DATE: 1-31-90 '..--E-ND-POS-T-SPAC-ING-AND-LOCAT-IUN-F"M-BACK--BU*Itb-I-NG-t-rNE- SPACING 18' '6 0/16" LOCATION 18• 6 0/16" 0• 0 0/16" SPACING 23• 0 0/16" LOCATION 41• 6 0/16" 0' 0 0/16" At7NG-18--6—W1-6 LOCATION-6-0''-0---0/1-6-----SPA'N---------- -- -'- --- -- -- BACK CORNER POST ORIENTATION = EP --�RO1Q'f'tORNER'PIIST OR2EN9'A'T'I'ON =-E7 -- - -- -- �I ;z, VARC3-PRUDEN REACTION SUMMARY / BASE PLATE SUMMARY JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: �i5 FRAME NO. 6 DATE. 1-31-90 SUMMARY OF REACTIONS: 57'DE`-L�A�'COti6INATZ'ON'-HORY20NTA'L -VERTICAL '-MOMENT--'- BACK 1,35, 0, 0, 0 0.00 2.05 0.00 UNT----l-, 33-,--0, ul -0�'0---2: 0�-O: DD-- - - - ---------- - - - - ENDPOST # 1 1,35, 0, 0, 0 0.00 6.52 0.00 AT 18.50 FT FROM BACK BLDG. LN. ENDPOST # 2 1,35, 0, 0, 0 0.00 6.52 0.00 AT 41.50 FT FROM BACK BLDG. LN. --- - - 'BACK 1,11-,41-, 0, 0 1.15 -1:35 0.00 i - FRONT -I; 11,41, 0, 0' 1.15 -0:59 0.00 END PIIST 4 1 Z'Z1��7�-D�BACX-BL'OG-1W'.- - ENDPOST # 2 1,11,41, 0, 0 2.62 -2.63 0.00 AT 41.50 FT FROM BACK BLDG. LN. BACK 1 jT4j 4-1 0-,-0 1: Y5 '0: 90--0700 „I -0:00-- -` END'POST #' 1 1,749'41,- 0f O` -_" 2.62 "' `-" 3-:04'-' 0:00 AT' '18.50 FT FROM 'BACK BLDG. LN: -- OST -#- 7-0 --2702 'I-.tYl ro:00-AT---4-1.-50'fT FROM -BASIC -BLDG. L! - = ' SIDE - ---- BASE PLATE DATA >' <------ ANCHOR BOLT DATA > WELDING ---MAR1C-N0WIDT-H---TK---L-ENGT-H----NUMBER SIZE-----BL-R-----PATifR-N --- -' BACK BP-AO8310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 1.34 3/16"/40 ---- -FRONT-8P=Y1U83YO--B':00-X-3�8-1f-0=00 - (2)--3/'4-4IA-�3'6�:34-336+'/4" r•, ` "ENDPOST # '1 BP-AO8310 6.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 4.63 OS -3 -"ENOPOST # 2 SP-AO8310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 4.63 OS -3 BOLTED CONNECTION DATA: „ --------y-1-�------------- --->j- -------- --- MEM3ER T I I OUTSIDE INSIDE I CONNECTION CAPACITY -9 1 TK' WD LENGTH I SIZE #ROWS 4 -BOLT #ROWS 4 -BOLT ( TYPE MARK i# OUTSIDE- - INSIDE v X- 6:0 �(-0+--9-i/ 2-1 1/3n-DiA-A325-3-__Nde---3 --NO- --1---EXT---- +0630941 - -6B.-O "K-- ----- &&.-0-pK 5, 6 2 I 3/ 8 X 8.0 X 10- 0 9/16 1 3/4" DIA A325 1 NO 1 NO I EXT 3808312411 130.0 "K 130.0 "K INTERIOR I COLUMN CONNECTION PLATES 9--3/ 2--1-/3"-D-I-A-A3Y5------ 1---NO--I---NO --I-EXT---NC0630941-1-6li:3-"IC �44-1�K FLANGE BRACING REQUIREMENTS: - - BACK SIDE OF FRAME RIDGE TO EAVE: - ME -2-- ---- 2 ----2 LOCATION— -`-1''- 6 -0/16 60- 6 0/16 11'- 6 0/16 161- 6 0/16 211- 6 0/16 251- 7 9/16 291- 9 3/16 DEPTH 2 FB 11.5000 11.5000 0.0000 11.5136 11.5414 11.5643 0.0000 -` -MARX-#-'�fB2084---Gf82084-----+JOT-REQ-D'------NOT REQ-O-------NOT--REQ 0------ GFB2084 ---- -NOT- REQ-0-------- VARCO-PRUCEN FRAME FLANGE BRACE DATA JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: jj6 FRAME NO. b DATE: 1-31-90 FLANGE BRACING REQUIREMENTS: ENO POST BASE TO RAKE BEAM: _---------MEMBERS--� —1 --- - -----------....------- ------- ------ •- ------ --- LOCATION 71- 2 1/ 4 12'- 2 1/ 4 DEPTH 8 FB 8.5000 0.0000 - —NOT-RRFp� ---------- -- END POST BASE" TO- RAKE- BEAMc MEMBER # 11 11 11 LOCATION 7'- 2 1/ 4 12'- 2 1/ 4 179- 2 1/ 4 E DFPTR-aI-FB--�:SOats . 00D--0 70 D 0 u _. ._ .. • FB-MARK--#'-''-NDT-'REQ-D}"' —"NOT-REQ -D#•- "-' NOT- REQ .D.— FMOVED-DUE-TO-S+nL--OW-DEPTH---------- ------ ----------- — x; in •u� I i• MARCO-PRUDEN ENDWALL FRAME DESIGN SUMMARY JOB : 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 7 FRAME NO. 6 DATE: 31-90 e ACTUAL FORCES A C T U A L A L L O W A B L E STRESS CONDITIONS MEM CRIT STRESS LOAD DEPTH AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING SUM % % --�t--LOL7�iI'QNi�i 1�7+5E-�51�)-(KIVS)-(yCIpS�'iyC"IV=71V3 -T-R-E-S-S ----S'-T-R- E-SYS---j--C-OMBI1N--0-i-SMEAR.-1- ---�, FRAME SIDE 1 1 1.19 .5 -1.Ob-0:27---30 773'--43:-9'1-4:6'6--32:4b--1---0:-948 -1-0:058__1.-. FRAME SIDE 2 2 15.04 1 11.5 0.2 -2.5 -73.2 0.13 2.84 15.39 32.93 4.89 19.97 I 0.770 10.580 I --2746 1 1-1-.5 4 _ "0.'00._ _. _- ____1- '1'1':5 --0.1" " - 3.2- -156.9--" '0.1'5- 1:83 16:49 -18:10' 4.89 16.89 1 0.985 I 0.374 5 -,--0.'00,- -l"" "11.'5""' --0.'2 -'"-2:5 =69:6 -- -0.24' -2:86'"- 14.63 8:'05 4.89 19.97 1 0.762 1-0.584 -FRA71E-S IIIE-3 -- ---- -- _-- 6 0.00 1 11.5 -0.2 -2.5 -69.6 0.24 2.86 14.63 8.05 4.89 19.97 1 0.762 10.584 I 7 0.00 1 11.5 -0.3 -3.2 -156.9 0.15 1.83 16.49 18.10 4.89 16.89 1 0.985 10.374 I i --8---`--2.46 11:5--0:3--9:2--15b--x-08-1-.-B-1--l-6.-49----32-.93--4.-89 ---- 1-6-.-89-1---Ov9-7-7--J--O-.-3-70-A 5 9" - --15:04- -------1-- 1'1':5'---0:2 --" -2:5'- -73.2--'0.-13 2:84-`_ 15.39 - 32.;93 -*,:89 -19.97 1 0.770 '1 0.580 1 i FRAME SIDE 4`"" " --10 . -i----0 w-2--5 9.-2---071-7--ft-2-7--3-0-.7 5'--43.91--4:66- -32:40---J---O.-9 4-9--1 -0 -0 58END POSTS FRAME SIDES 5, 6 AND 7 FOLLOW: FRAME SIDE 5 -1-1--9:1-8- -2 8-�i--4�-•-fl:ti--i44:-i 2 �i-�: (i0-98.73-43. 9i -ter: 66-43 FRAME c '7"' SIO� _ -- - -.-_....._ _. _. __ .. - ._ . 12' 7.19 3' 8.5 1.0 -0.6 -137:5 0.60 0.45- 36.97 43:91 "'4.66 •40.18' 'I- 0.920 1 0:096 1 m VARCD-PRUDEN FRAME DESIGN - INPUT CONDITIONS JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION ---------W27Q0—�'--1'3-.-78-PSF--•------------------------- --------_.----..-..- --------- yl THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: PAGE: I m . ' _-JOB----�i3'929---q ---- --- ---- -- - --- -- --- - - -- - ---- -- --- -I-3i_-90 ------ --- - ----i" BUILDER MODERN BUILDING COMPANY 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ MBMA EP SUCTION + + PROFIT CENTER: CALIFORNIA CUSTOMER GENE CAMP i :4t 5 BAYS AT 251 0 0/16- BETWEEN FRAME LN. 1 AND FRAME LN. 6 '"�08-5'ITE-L'ITY-CI17CD � C'A-L-I'FORNI'A------------------._...---------------- PURLIN AND GIRT DATA FOLLOWS: v� --"'---BA'CK--Si'DEW-AI:L--GIRT-DAiA=-DI-MF:NS'I-ON-FRUM--BLDG.-L'iJ-TO-OtlTS-1-D£'ZOLUMN--FACE --I-S-04--8---lY- 2^- ----------------------- - - =j BUILDING DESCRIPTION:' BACK SIOEWALL GIRT SPACINGS ( BASE TO EAVE ) i --- - —Com+.-2.-1_/_�•' � . �--5'-0--0/1-6" �---i'--9 3i --4•, ---•- ----- --- FEET&-TNCNES- -DEC.- FT": DEL.-IN---'---TMETERS---------- MAXIMUM GIRT SPACING IS 6- 9 3/ 4- --------------------- SPAN = 60-- 0 0/16 60.0000 720.0000 18.288 e; BACK SIDEWALL HEIGHT = 181- 0 0/16 18.0000 216.0000 5.486 j Zt7_HE'TGMT-�--j-8'''= -C-OyTS --T8:0000- -- ---- ---R•IDG£-SPACf--I3--i•-6--0/%6"------..--------------------------------- I BUILDING LENGTH - -..--- = '1251- 0-''0/16* 125.0000 1500.0000 38.100 SECOND PURLIN SPACE IS 49 1 9/16- RIDGE -FROM BACK BLDG'LN= _. 30-- 0 0/16 30.0000 360.0000 9.144 — - — - -- - - -- —EL�VATTON-OF-FRONTZIILb+=-0-0%16--_-D:D000- ---' O:D000 '-0.-000"`--'----- --------- I BACK ROOF PITCH = 1.0000 : 12 FRONT ROOF PITCH = 1.0000 : 12 LOADING:" AOD•L'DEAD-'= -'0:00 PSF' 1 TOTAL -DEAD LOAD = ADD' -L DEAD'+'2 PSF (PURLINS E SHEETING) +'FRAME WEIGHT '= '2.,85 "PSF) - -'I' LIVE 20.00 PSF --' , , ---------W27Q0—�'--1'3-.-78-PSF--•------------------------- --------_.----..-..- --------- yl THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: - - - -- - -- - --- -- -- --- ----S�-RfSS LOAD CODES���--------_-=----=-------------------- DESCRIPTION ------------------------ ------------ ---- >FACTORS" .. 1,35- 0, 0, 0 --DEAD LOAD + LIVE LOAD W/TRIG RED+ + + 1.00 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ MBMA EP SUCTION + + 1.33 BAY SPACING'S FOLLOW: (BACK SIDEWALL LEFT TO RIGHT) i :4t 5 BAYS AT 251 0 0/16- BETWEEN FRAME LN. 1 AND FRAME LN. 6 I PURLIN AND GIRT DATA FOLLOWS: v� --"'---BA'CK--Si'DEW-AI:L--GIRT-DAiA=-DI-MF:NS'I-ON-FRUM--BLDG.-L'iJ-TO-OtlTS-1-D£'ZOLUMN--FACE --I-S-04--8---lY- 2^- ---- " " MAXIMUM GIRT SPACING IS b• 9 '3/ 4- BACK SIOEWALL GIRT SPACINGS ( BASE TO EAVE ) i --- - —Com+.-2.-1_/_�•' � . �--5'-0--0/1-6" �---i'--9 3i --4•, ---•- ----- ------ ' � FRONT SIDEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS O- 8 1/ 2- MAXIMUM GIRT SPACING IS 6- 9 3/ 4- - ---- FiCONT-S3UEWAt-L-GIRT-SPACC1NGS-(--BA-SET-O--EA-VE-1'- C 70 2 1/ 4-, 2 56 0 0/16-, 56 9- 3/ 4 -,_.- BACK SLOPE PURLIN-DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0- 3 3/ 8- - - -' -MENSI4N--FROM-EAVE-PURL-IN TO -FIRST I-NTERIOR--PURL-I-N-i-S--4'---i--91-16--------•- SECOND PURLIN SPACE IS 46 1 9/16- 4 PURLIN SPACES AT 5- 0 0/16- -- ---- ---R•IDG£-SPACf--I3--i•-6--0/%6"------..--------------------------------- I FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 01 3 3/ e - SECOND PURLIN SPACE IS 49 1 9/16- 4 PURLIN SPACES AT 51 0 0/16" - - ---...----.-RIDGE -SPACE -1-S--- 1'- -6--- 0/16-- -- _ - -- -- - - - -- -- — - — - -- - - -- VARCO-PRUDEN FRAME DESIGN - INPUT CONDITIONS JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: 2 ` ..-- --.. - - ----GATE:- -1-31-90 ------- � NUMBER-OF-FRAMES-FDR-THIS-JOB-DcSI'GN'-IS 1- *'-- ---------------- ----- - - -- -- -------------.. FRAME NUMBER ASSIGNMENT BY FRAME LN.: 6, 1. 1, 1, 1, 7, POST AND BEAM ASSUMED AT FRAME LINE 1 --POST-ANDS'iiEAN-/CS'SUHED-AT-li1"STFRAM'E-"LINE-6—'-'------ BALK SIDEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) i. FRONT SIDEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) ----TFiE-TUPS-13F-TH=NTERTORZOLUMNS-AR'E RELEASED --- -- - --- --- ------ - FRAME DESIGNED UTILIZING'WEB-STIFFENERS AS REQUIRED - MAXIMUM ALLOWABLE SUM PERCENT = 1.030 - -- —NOR'MAL-TAPERED-MEMSER-DESI'GN-FOR-BACR-CDL'UMN---- -- --- - -- -- ----- -- -- - — -- — --_ NORMAL TAPERED MEMBER DESIGN FOR FRONT COLUMN BACK COLUMN BOLTED AT TOP OF COLUMN - STANDARD LOCATION --------FRUNT- CLUMN EsCLTETAT'TOP-Of-CDt-UMN =STATNDARD-L'OCATI'ON --- - ----- 'FRAME -I'S -DESIGNED -AND"DETAILED FOR -SYMMETRY ABOUT -THE *RIDGE''- _' --SPEC-IATrtR'A-ME--DATA-FOR-THE--l-FRA-ME'-FOL 7GWS:------------------ -- --- - --- - - --- ---- --` SYMMETRY = YES I SHAPE CODE = RF SELECTED BY PROGRAM I DESIGN CODE = YS AUTO DESIGN FRAME I ' _ DEF CODE--= "0- '1=MIN. T- I'- 'LOADING: - ' 0.00 ADDITIONAL" DEAD LOAD 2_MAX: I NUMBER OF SUPPORTED POINTS "2-1 '2.00 PURLINS L SHEETING" UMBER-'OF- SFECl-At--MEMBER-R'EL--EASES—'-0-j--- ------ --0:85-fRAME-DEYcD-LLiAD---j- - - --- ------ ,' I NUMBER OF INTERIOR COLUMNS 0 I TOTAL DEAD 2.85 PSF I AVG BAY SPACE 25.00' I'" NUMBER OF MEMBERS 6 I LIVE 20.00 PSF I UMBER-'OF--ENTER--LINE--�rOiNT-pDINTS- 7-j—----WI-ND--l-3-.;-7-8--PSP-- —I-- ' THIS FRAME 'REQUIRED ON FRAME LINES 2, 3, 4, 5, -----. ---- BOUNDARY DATA: ------------------- - - -- ---.-..- ----- --- - --' . POINT X -SUP Y -SUP M -SUP X-DISP Y-DISP ROTATION ---- -----1--1---1----0---'—D.-OODOiN-_ O:OOOOiN:--O:000OIN/3iJ-flR--RA'Oiy1i�S-- -------------------------------- 7 1 1 0 0.0000IN. O.000OIN. 0.0000IN/IN OR RADIANS' - - 'THE-FOtL-OWIi)G-CL-EA'R-A-NC-E-4A%A--ADPL-IES-TD-FR-A-ME--NUMBER-1------ VERTICAL CLEARANCE AT BACK HAUNCH 15' 6 15/160 -- --MGRI'Z-ONTAL-'�A- C - AWC-EBETWEtN'-E-X-T-ER'%OR -COty-5 iMNS--- 4- 5--Oi16"- --------- - -- ---- - - --- --- ---. VERTICAL CLEARANCE UNDER FRAME AT RIDGE 18' 11 7/16" 'VERTICAL CLEARANCE AT FRONT HAUNCH 15' 6 15/16" MARCO-PRUDEN FRAME DESIGN - INPUT CONDITIONS JOB: 43929 A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: Is -1(,2 j ------ - ----- -----------. - -- --------------------'-GATE:-- T-31=90--- -- -- -� MEMBER DATA: MEM FLANGE WEB DEPTHS LENGTH ANGLE WEIGHT JOINT NOS FLANGE WEB KL XX K LYY LB SPLICE CODES TK M'IDTHTK 1 2 ('FT) (DEG) (POUNDS) 1 2 YIELDS (FT) (FT) (FT) J1 J2 —rtRA-ME-'7S-I-D -- -- --- — —-------- -- -- -- --- -- - -- i 1 1/ 4 5.0 1/ 8 7.00 25.00 17.348 270.000 264.5 1 2 50.0 50.0 23.42 SET BY P&G SPACE BP KN FRAME SIDE 2 I° �1�-4-5:0Iy-8-�3:IIfl'9 3 "" 3'11'6-'""5:0"' - "'ly'-B - '9:'00" 10:00-- 15.000 1-84.764- '160.6 - 3 4' 50.0 50.-0---' -27.44 'SET BY PEG SPACE SS SP FRAME 'SIDE -3 - 4 3/16-5=0— 1 8-9.0-10:OD-25:OII0-1T5:23G- 5 1/ 4 5.0 1/ 8 23.00 9.00 14.393 175.236 215.8 6 5 50.0 50.0 27.44 SET BY PEG SPACE KN SS FRAME SIDE 4 —'6--i 90:000-26 :6 7--6 59:0-50:0-23.42-SET-BY-PGG-SPACE--BP—KN II " v^xco-pvuosw A uwIr OF «wm Iwrsnx^rzow^L cnmpox^rzow m^xs NO. 1 suwxxxv OF nsxcrIows, REACTION SUMMARY / BASE PLATE SUMMARY xou, 439e9 ^ "^os: .4 rv ' oxrs, z-»z-vo --_- -..-,-, -, - -'.. .'.. .^.. �. � -""°'"'^^ -"-,v���---�v;nn�------------------'-- ' .. UV BASE PtAIES. ` -s'ImE-' v ---~-''BASE -PLATE 'DATA ------- » xwcxox ooLr DATA ------r- vsLoIws oex------s��s---------u�*' , /,. BACK BP -A08308 "-�3wo-I�Asa s�oy OS-3-FMN",-A�30""��"" �""��'�""� ------- - � vsu sr�prswsn nsouzvs�swrs, - -_--_-_-__'_-_--_-__--_'_-_-_---_--� ecxoex srzppswsx opscxIprIow Lnc^rIom wso osprx o/r xx* x | srIppswsx sIze SIDES WELDING DETAIL aowasn �prx (IN) n^rzo nx��o x�w� � rx xzorx ---' -�------------------ ! z, s 1 . ' cuL.�/xxomcw'pLs'sx-- n.os aa�soo ' | z� + x z� av o uorx s�o' cx-on' vss ' - ! x |^_------ "�xrs oxrx --------»�v-------------- on�r uxr^ ----'----------v| '} --ms�oem---r�-- '--------------------cemmscr*ON-s*pAez**—' / 4 cswsro / sIzs -#vows *-unLr *^owx 4 -BOLT TYPE MARK ' oursIos INSIDE- 1,� a v a^- 2-0/1 a/^~ ozx A325 3 NO z NO sxr 3806426032 1168'6 ~x pya'o ~n 0--4 -FL-osx'---3AD642-5wye---l-1-6B.-6-"-K---9-32-.o--RK— s. + z | 4/ u x u'o x n,-zz uyza | 3r4° DIA xsas z NO z. NO | sxr 3on6+11012 zaa'z ~x ap+.y °x � � .. G -- �- o s^vs, uxcv s�os op �nxms'x/oss r _ wewusx # s a s z a z z ./ Luc«Tznw z,- 6 0r16 a"- a 0/16 o"- 6 0/16 za"- 6 0/16 210- a 0o6 zs^- 7 9/16 zp^- n 3/16 | on ----'---s ----*a"Tp4iB----'--*a,+any----- aa.*553-------o.o000' .^ -po'wxxx-� ' pozo�+- wor xsu o puzosn wor xpn o, ruzovn po»oou mor npo o -- - ' . *onIz ---'-moopwr----------------------'----- .. -------------' - n^cx 1,35, o, n, o 6~66 11.14 !/ 0.00 ` ---- ----------' . o^cx z,o,+z, n, o -6'14 -z'pa o'nn , _F,ON1 ^�^�����^_°, _°_83 00 ' - ---- -- - 'n^,"- "1 '74-41 " " -^-,, '-, an � " "" ' --_- -..-,-, -, - -'.. .'.. .^.. �. � -""°'"'^^ -"-,v���---�v;nn�------------------'-- ' .. UV BASE PtAIES. ` -s'ImE-' v ---~-''BASE -PLATE 'DATA ------- » xwcxox ooLr DATA ------r- vsLoIws oex------s��s---------u�*' , /,. BACK BP -A08308 "-�3wo-I�Asa s�oy OS-3-FMN",-A�30""��"" �""��'�""� ------- - � vsu sr�prswsn nsouzvs�swrs, - -_--_-_-__'_-_--_-__--_'_-_-_---_--� ecxoex srzppswsx opscxIprIow Lnc^rIom wso osprx o/r xx* x | srIppswsx sIze SIDES WELDING DETAIL aowasn �prx (IN) n^rzo nx��o x�w� � rx xzorx ---' -�------------------ ! z, s 1 . ' cuL.�/xxomcw'pLs'sx-- n.os aa�soo ' | z� + x z� av o uorx s�o' cx-on' vss ' - ! x |^_------ "�xrs oxrx --------»�v-------------- on�r uxr^ ----'----------v| '} --ms�oem---r�-- '--------------------cemmscr*ON-s*pAez**—' / 4 cswsro / sIzs -#vows *-unLr *^owx 4 -BOLT TYPE MARK ' oursIos INSIDE- 1,� a v a^- 2-0/1 a/^~ ozx A325 3 NO z NO sxr 3806426032 1168'6 ~x pya'o ~n 0--4 -FL-osx'---3AD642-5wye---l-1-6B.-6-"-K---9-32-.o--RK— s. + z | 4/ u x u'o x n,-zz uyza | 3r4° DIA xsas z NO z. NO | sxr 3on6+11012 zaa'z ~x ap+.y °x � � .. G -- �- o s^vs, uxcv s�os op �nxms'x/oss r _ wewusx # s a s z a z z ./ Luc«Tznw z,- 6 0r16 a"- a 0/16 o"- 6 0/16 za"- 6 0/16 210- a 0o6 zs^- 7 9/16 zp^- n 3/16 | on ----'---s ----*a"Tp4iB----'--*a,+any----- aa.*553-------o.o000' .^ -po'wxxx-� ' pozo�+- wor xsu o puzosn wor xpn o, ruzovn po»oou mor npo o -- - ' . ^ , ^ � " v^mco-"voosw px^°s FL^wss unxcs DATA xoo, ^snzv ^ ' ^ owzr up «wc^ Iwre^w^rmw^L coxron^rIow p^os, 6/Y2- � rx*=e NO. 1 n^rs` 1-31-90 � ' � puwe ax^cIws xsoumsmswrs, _ o^cx SIDE OF m^ws o^Ss TO s^vs, ' Loc^rzow r^- a z/ 4 121- a zv ^ us,rx a pu zs'yxos z1'1393 .^. .` .. |' � �* -/ J - ~ '-----------�--------'----- .. .' ' ` � �� VARCD-PRUDEN FRAME DETAIL DESIGN SUMMARY JOB: 43929 // A A UNIT OF AMCA INTERNATIONAL CORPORATION PAGE: ff 141.. 1 FRAME NO. 1 DATE: 1-31-90 J ACTUAL FORCES A C T U A L A L L 0 N A B L E STRESS CONDITIONS i LOCATION MEM LOAD AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING I SUM % I % I 11 I'SE-DE-PTM-(yCI'PS)--- -j--COMBINED-I -'SHEAR-1-- - FRAME SIDE 1 AT 15.62 FT 1 1 25.0 -11.4 -6.1 -1146.2 2.0 1.82 26.16 23.03 2.51 28.28 I 0.991 1 0.726 AT. 0.93 FT 2 1 23.0 -7.9 8.9 -1112.8 1.4 2.89 28.37 26.13 2.97 28.96 1 1.027 1 0.973 I 1 AT 13.50 FT 3 1 9.9 -6.7 0.0 286.6 2.1 0.01 26.31 19.08 15.17 30.00 I 0.947 1 0.000 AT --13'.5'0-FT'-- - "'4 "' 1-_"' ' 9.9--, "=6-.'7 ' 0:0 ' "" -286.6 -2:1' "0.01-- 26.31 19.08 15-17 30.00 I 0.947 I 0.000 1 - i - AT `0.93" -FT' --"---5--- `1 - -23.0' -- =K'9 -8.9" =1112.8 - -1.4 2:89 -28.37 26.13 2.97 ' 28.96 I 1.027 1 0.973 --FRA - - - ---------- `! AT 15.62 FT 6 1 25.0 -11.4 6.1 -1146.2 2.0 1.82 26.16 23.03 2.51 28.28 I 0.991 i 0.726 -LDCAiiZiN--f(=ttiR Y_CSR-Bffl-AR£A--RX�Y�y(-LYS-�Y-2-�Ct�(--iCtYi-iCtlf2-�X-LBS-Ril-L9�--Ri-2-45--GA-ice i -LB 2 -MN "DIST' - (f'fET') ""--(-IM)'-(IN2) IIN) -(I'N)---(IN)- (IN) (I'N)- RX - -RY'-' RY - (IN3) (I -N)- (IN) (IN) - (IN) FRAME SIDE.- .I_ ----i�-5:-52--3�5-1'S. 60-23:Ofl--S�-BO-�-�2-x:95-3-89:-4---4i:-0- 23-2--29:9--43-2-- 22: -3--4.3:82--{ri-0-3:•22--2i-2-1':2i'-i: (i0--0:90-i13-3:0i FRAME SIDE 2 2 0.93 2.71 16.55 23.00 5.53 9.04 0.97 329.3 21.2 22.0 36.4 21.8 22.6 39.23 21.2 1.24 22.0 1.24 1.00 0.99 1.01 1.09 FRAME SIDE. _..3__ 4 13.50. 28-54'19.25 9.90 -3.16 -4.13 1.11 329.3 60.0 35.2 79.7 53.9 31.6 10.89 60.0 1.35 35.2 1.34 1.00 '1.00 1.09 1.00 "- "moi-0�3�-7i-36:55-29:00---- 5-.53--9:-04-i:97--129-3 21.-2- 22 0 36:-4--21_8-- 22-639:29 23:2-1-.-24--22.-0-1.24-1-.-00-0:-99-2:-01 1:09 , i FRAME SIDE 4 6 15.62 1.75 15.60 25.00 5.80 9.72 0.95 187.4 41.0 21.2 28.9 43.2 22.3 43.82 41.0 1.22 21.2 1.22 1.00 0.90 1.11 1.01 .-; 1 0 -11.1.11.11-- 11.. izsAF-1 ,Y,,/ _ V/A� C4zb�_:� 0 V LAt�>1r UF'z1G- jj T Fit IT VvA IC.V,/AY IIA. 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