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HomeMy WebLinkAbout026-080-056r= - AP 26-08V-56 ALFRED HAYS 7030 Irwin Ave„ Palermo � R . Permit# 380-75B( patios • `G j l • t • w I I 1 i - IIS I I 'I • i '9 a • `G j l • t • w I I 1 i - IIS I I 'I • i - - --� j,-= -. - - -� �. t PERMIT NO. 380_75B P E M MH UTIL. PERMIT NO. PERMIT EXPIRES 5:;Z —L 77('R 4OWNER Alfred Hays - t CONTR. LOCATION (A.P. I: -082-56 ) 7030 Irwin Ave., Palermo f t ' A r t S l , Temp. ower Pole Ca led PG&E Temp Elec. Serv. al led PG&E Te p. Gas Serv. Called PG&E J B NALED (Date] (Signa re) _ + DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Gara a Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters A pliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings —„ZD' S Footing ELECTRICAL' Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing — — l" Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatinq Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WOR n • 7 County Center Drive - Q,roville, California 95965 Telephone: 534-4541. APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 2 Date Aign ure of Permitee or Agent Receipt No. _ 99 �� Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ^^� DIRECTOR OF PUB'LI� WORKS By ' Date B ing permit expires Date.................7- .. BUILDING Owner N75 e4 SQ. FT. OCC. BUILDING VALUATION Mailing Address 7Q o 'P�� O Tel hone No. 17 Fireplace Contractor Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penal ty Telephone No. Permit Fee $ $ Building A ress 20 -50 ePLUMBING No.1 @ FEE PERMIT FILING FEE 1.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No — 1.5-6n, Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 j Sa ion I Fire Dept. Fire Zone Use Permit Building sewer 5.00 rEQA Parking Plans I Parcel Declaration Parcel Ma p 60' R/W ve Im roments p Lawn sprinkler system 2.00 Bldg. ahs Recd I Parcel provol PI Approval Permit Fee $ $ NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ I FEE PERMIT FILING FEE $3.00 _ Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family W Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bo 10 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 1:1 I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 TOTAL PERMIT FEE $�5 UL authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 2 Date Aign ure of Permitee or Agent Receipt No. _ 99 �� Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ^^� DIRECTOR OF PUB'LI� WORKS By ' Date B ing permit expires Date.................7- .. Department (^ n 11 n t Michael Crump, Director of Public a f B U t ---t `works LAND DEVELOPMENT DN{S10N Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FA -n 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (sWPPP) Acknowledgement (LESS THAN 1 ACRE1 Project Description: _ S Project Location and/or Parcel Number: 7030 V e By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit fron the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 6 HU11ILLRIN INC, 'OUTBACK BUILDING' STRUCTURAL CALCULATIONS FOR: James Hays Building 7030 Irwin Ave Palermo CA 95968 Job # UJLB723 (40' WIDE X 60' LONG BUILDING WITH 16' EAVE HEIGHT AND 2.55:12 ROOF PITCH) Distributor: J &-L Buildings Inc Engineering by: ASK4 Engineering, Inc. 39084 Proctor Blvd., Suite "G" Sandy, OR' crO55 (503) 668-6550 fax: (503) 668-5239 email: outback@agk4engineering.com BUTTE COUNTY BUILDING DIVISION APPROVED INDEX TO CALCULATIONS a e # Contents . C1 Design Parameters, Loadings C2 Purlin and Girt Analysis & Design C3 Lateral System Analysis C4, C5 Brace End Connection and Screw Capacities C6 Endwall Vertical Mullion Design C7 Door Header Design C8, C9 Foundation Analysis & Design 1 • 6 Clearspan Frame Analysis P1 Roof and Wall Panel Information Distributor: J &-L Buildings Inc Engineering by: ASK4 Engineering, Inc. 39084 Proctor Blvd., Suite "G" Sandy, OR' crO55 (503) 668-6550 fax: (503) 668-5239 email: outback@agk4engineering.com BUTTE COUNTY BUILDING DIVISION APPROVED ASK4 Engineering, Inc. JOB INFORMATION: JOB NAME: James Hays BUILDING FRAME WIDTH ft): 40.00 JOB ADDRESS: 7030 Irwin Ave, Palermo CA 95968 BUILDING LENGTH ft): 60.00 JOB NUMBER: UJLB723 BUILDING FRAME EAVE HEIGHT ft): 16.00 Na (max.) = 1.5 BUILDING FRAME ROOF SLOPE (7/12): 2.55 DESIGN CRITERIA: R = 4.5 Ce = 1.104 DEAD LOADS: ROOFIWALL PANEL: 1.0 psf V = (2.5`Ca`I/R) ` W = 0.36 W PURLINS/GIRTS: 1.0 psf p - WIND PRESSURE (psf): 18.08 Omega = 2.80 STEEL FRAMES: 1.0 psf E = rho ` Vmax = 0.43 W TOTAL ROOF DEAD LOAD: 3.0 psf TOTAL SEISMIC DESIGN DEAD LOAD (lbs.) = 12510 SEISMIC IMPORTANCE FACTOR, le = 1.00 WALL DEAD LOAD: 3.0 psf SEISMIC DESIGN SHEAR (Ibs.) = 3878 ROOF LIVE (OR SNOW) LOADS: Vert. Projected Areas: 1.3 SNOW LOAD IMPORTANCE FACTOR, Is: 1.00 Horiz. Projected Areas: 0.9 16.3 psf (upward) CLEARSPAN FRAMES: 20 psf PERP. TO PURLINS AND OTHER ELEMENTS: 20 psf LATERAL SYSTEM WIND DESIGN SHEAR (Ibs.) = 17279 WIND LOADS: WIND SPEED: 80 mph Element Wind Pressures: Cq Design Wind Pressure EXPOSURE:. C 23.5 psf (upward) SEISMIC ZONE: 4 GOVERNING CODE: - 1997 Uniform Building Code - 1996 Edition of AISI Specification for the Design of Cold -formed Structural Members MATERIAL SPECIFICATIONS: CONCRETE: 2500 psi (28 -day Strength) CONCRETE REINFORCING: ASTM A615, Grade 60 (Fy = 60,000 psi) METAL ROOF PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) METAL WALL PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) STRUCTURAL BOLTS: ASTM A307 COLD -FORMED STRUCTURAL STEEL: ASTM A653, Grade 55 (Fy = 57,000 psi) LATERAL LOADS: WIND LOADS SEISMIC LOADS PERP. TO WIND SPEED (mph) = 80 SIDEWALL EXPOSURE= C ZONE: 4 MEAN ROOF HEIGHT (ft.): 18.13 Na (max.) = 1.5 p = [Qs`Ce`Cq`lw] Ca = .44`Na = 0.66 Qs (psf) = 16.4 R = 4.5 Ce = 1.104 V = (3.0`Ca/R) ` W = 0.44 W Iw = 1.0 V = (2.5`Ca`I/R) ` W = 0.36 W rho = 1.18 p - WIND PRESSURE (psf): 18.08 Omega = 2.80 E = rho ` Vmax = 0.43 W E allow. stress design = E/1.4 = 0.3 W TOTAL SEISMIC DESIGN DEAD LOAD (lbs.) = 12510 SEISMIC IMPORTANCE FACTOR, le = 1.00 LATERAL SYSTEM SEISMIC DESIGN SHEAR (Ibs.) = 3878 Primary Frame Wind Pressures: Vert. Projected Areas: 1.3 23.5 psf (horizontal any direction) Horiz. Projected Areas: 0.9 16.3 psf (upward) PERP. TO SIDEWALL LATERAL SYSTEM WIND DESIGN SHEAR (Ibs.) = 17279 (wind governs) Element Wind Pressures: Cq Design Wind Pressure Roof Elements: 1.3 23.5 psf (upward) Wall Elements: 1.2 21.7 psf (inward or outward) PERP. TO ENDWALL 4 1.5 0.66 5.6 0.35 W 0.29 W 1.18 2.20 0.34 W 0.24 W 12510 1.00 3116 PERP. TO ENDWALL 8307 (wind governs) 1/6/06 UJLB723 Hays.xls Design Param's. -- Page C1 ASK4 Engineering, Inc. ROOF PURLIN DESIGN SPAN 20.00 ft. TRIG. WIDTH 4.01 ft. LOAD (DOWNWARD) 86 lbs./ft. LOAD (UPWARD) 86 lbs./ft. DESIGN BENDING MOMENT (DOWNWARD) 7221 ft: Ibs. (with Of = 1.67) END SHEAR (DOWNWARD) 865 lbs. DESIGN BENDING MOMENT (UPWARD) 5402 ft. -lbs. (with Of= 1.67) END SHEAR (UPWARD) 693 lbs. MEMBER SIZE USED —> Z6X12 INSIDE FLANGE UNBRACED LENGTH (FT.): 20.00 10.00 6.67 +Mn allow = 10556 10556 10556 ft.-Ibs. (Mn values from RISA -2D -Mn allow = 1414 4510 6745 ft.-Ibs. analysis) (Z6X12 PURLINS OK SPACED AT 4.02 FT. O.C., WITH INSIDE FLANGE BRACED AT 6.66 FT. O.C.) SIDEWALL GIRT DESIGN SPAN TRIB. WIDTH LOAD (WIND) BENDING MOMENT, Mn (WIND IN/OUT) END SHEAR (WIND IN/OUT) 20.00 ft. 3.94 ft. 86 lbs./ft. 5354 ft: Ibs. (with Of = 1.67) 650 lbs. MEMBER SIZE USED —> Z6X12 INSIDE FLANGE UNBRACED LENGTH (FT.): 20.00 10.00 6.67 +Mn allow = 10556 10556 10556 ft. -lbs. (Mn values from RISA -2D -Mn allow = 1414 4510 6745 ft: Ibs. analysis) (Z6X12 GIRTS OK SPACED AT 3.95 FT. O.C. WITH INSIDE FLANGE BRACED AT 6.66 FT. O.C. MAX.) IW OW11it1KCV.V111=64ICUE SPAN TRIB. WIDTH LOAD (WIND) BENDING MOMENT (WIND IN/OUT) END SHEAR (WIND IN/OUT) 12.33 ft. 3.94 ft. 86 lbs./ft. 2036 ft. -lbs. (with Of = 1.67) 471 lbs. MEMBER SIZE USED —> Z4X16 INSIDE FLANGE UNBRACED LENGTH (FT.): 12.33 6.17 4.11 +Mn allow = 2914 2914 2914 ft. -lbs. (Mn values from RISA -2D -Mn allow = 808 1998 2517 ft. -lbs. analysis) (Z4X16 GIRTS OK SPACED AT 3.95 FT. O.C. WITH INSIDE FLANGE BRACED AT 4.11 FT. O.C. MAX.) 1/6/06 UJLB723 Hays.xls Purlin•Girt Calcs -- Page C2 ASK4 Engineering, Inc. LATERAL LOAD WALL ANALYSIS: ('WIND CAPABLE' MEANS THAT STEEL FRAMES ARE DESIGNED TO CARRY HORIZ. WIND AND SEISMIC 'WIND CAPABLE' FRAMES USED (Y/N): Y LOADS THAT ARE TRIBUTARY TO THEM) CLEARSPAN FRAME SPACING: 20.00 ft. STRAP X -BRACING DESIGN CHART: USE --> Double 1 1/2in x 14G Strapping 1/6/06 UJLB723 Hays.xls Wall Panel -X Bracing -- Page C3 X -BRACING # OF #14 SCREWS TRIB. WIDTH X -BRACING PANEL HEIGHT SHEAR PER BRACE UPLIFT AT BASE X -BRACING STRAP WIDTH AT EACH END OF WALL LOCATION # OF BAYS? (ft.) PANEL WIDTH (ft.) (ft.) (#) (#) TENSION (#) AND GAUGE EACH STRAP Left Endwall (Elev. 5/1): 1 10.00 12.33 18.72 2880 4372 5235 (2) 1.5" X 14 ga. 4 Right Endwall (Elev. 4/1): 1 10.00 12.33 18.72 2880 4372 5235 (2) 1.5" X 14 ga. 4 Front Sidewall (Elev. 2/1): 1 20.00 20.00 15.50 4153 3219 5255 (2) 1.5" X 14 ga. 4 Back Sidewall (Elev. 3/1): 1 20.00 20.00 15.50 4153 3219 5255 (2) 1.5" X 14 ga. 4 USE --> Double 1 1/2in x 14G Strapping 1/6/06 UJLB723 Hays.xls Wall Panel -X Bracing -- Page C3 ASK4 Engineering, Inc. BRACE END SCREW CONNECTION DESIGN Clearspan Frame Rafters: Double 12 in. 12 ga. Cees Clearspan Frame Columns: Double 12 in. 12 ga. Cees Clearspan Frame Knee Braces: Double 6 in. 16 ga. Cees Clearspan Frame Apex Braces: Double 6 in. 16 ga. Cees Screw Size: #14 Ultimate Single Shear Screw Strength (lbs.): 2450 0 = 2.5 R3d (group effect n Screws factor) V single screw (Ibs.) P (design allowable, lbs.) KNEE BRACE 15 0.66 514 7710 APEX BRACE 16 0.65 511 8176 (INSTALL (15) #14 SCREWS AT EACH END OF MAX. KNEE BRACE FORCE (lbs.): 7341 EACH KNEE BRACE) (INSTALL (16) #14 SCREWS AT EACH END OF MAX. APEX BRACE FORCE (lbs.): 7947 EACH APEX BRACE) BRACE END BOLT CONNECTION DESIGN co Fu = Tensile strength of connected part (psi) Z Fy = Yield strength of connected part (psi) Q db = Nominal bolt diameter (in.) g1 = Nominal gauge of thinnest connected part (in.) Z t1 = Thickness of thinnest connected part (in.) Pn = Nominal bearing strength per bolt (lbs.) ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS: Fu = 65000 Fy = 58000 db = 0.63 g1=16 t1 = 0.0598 Pn = 7288 Allowable shear based on connected material bearing (lbs.): 3313 Allowable shear based on A307 bolt in shear (lbs.): 3129 Allowable Shear on Each Bolt (lbs.): 3129 MAX. KNEE BRACE FORCE (lbs.): 7341 (USE MIN. (3) 5/8" DIAM. A307 BOLTS AT EACH END) MAX. APEX BRACE FORCE (lbs.) 7947 (USE MIN. (3) 5/8" DIAM. A307 BOLTS AT EACH END) 1/6/06 UJLB723 Hays.xls Brace End Conn's. -- Page C4 ASK4 Engineering, Inc. SCREW CONNECTION DESIGN ds = Nominal screw diameter (in.) Omega = 3.0 Pns = Nominal shear stength per screw (lbs.) Pnt = Nominal tension strength per screw (lbs.) co Pnot = Nominal pull-out strength per screw (lbs.) Z Pnov = Nominal pull -over strength per screw (lbs.) O Q g1 = nominal gauge of member in contact with the screw head (in.) F— t1 = Thickness of member in contact with the screw head (in.) z g2 = nominal gauge of member NOT in contact with the screw head (in.) t2 = Thickness of member NOT in contact with the screw head (in.) Full = Tensile strength of member in contact with the screw head (lbs.) Fu2 = Tensile strength of member NOT in contact with the screw head (lbs.) ROOF PANEL (PBR Panel 26 ga.) g1 = 26 g2 = 12 t1 = 0.0179 Q = 0.1046 Ful = 80000 Fu2 = 67000 Screw # = 12 ds (in.) = 0.216 ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS: t2/t1 = 5.84 WALL PANEL (PBR Panel 26 ga.) g1 = 26 92 = 12 t1 = 0.0179 Q = 0.1046 Ful = 80000 Fu2 = 67000 Screw # = 10 ds (in.) = 0.19 t2/t1 = 5.84 Pns (eq. E4.3.1-4) = 835 Pns (eq. E4.3.1-4) = 735 Allowable Shear per Screw ( Omega = 3.0): 278 Allowable Shear per Screw = 245 ALLOWABLE SHEAR BASED ON SCREW: Allowable Shear per Screw = 625 Allowable Shear per Screw = 517 Design Shear per Screw = 278 Design Shear per Screw = 245 ALLOWABLE TENSION BASED ON CONNECTED MATERIALS: Pullout Strength, Pnot (eq. E4.4.1.1) = 1287 Pullover Strength, Pnov (eq. E4.4.2.1) = 537 Allowable Tension per Screw (lbs.) = 179 Nominal Screw Tension Strength (Ibs) = 1108 Screw strength/Pnov = 6.19 1132 537 179 1108 6.19 1/6/06 UJLB723 Hays.xls Screw Capacities -- Page C5 ASK4 Engineering, Inc. ENDWALL VERT. MULLION DESIGN LOCATION: LEFT ENDWALL MAX. ENDWALL MULLION HT.: 18.12 ft. MAX. TRIB. WIDTH: 12.33 ft. MAX. DISTRIBUTED LOAD: 268 plf MAX MOMENT: 13759 ft.-Ibs. (with Of =1.67) V horiz.: 2425 lbs. COMPOSITE DESIGN (Y/N)? N VERT. MULLION MEMBER —> C10X12 DESIGN SECTION —> C10X12 FLYBRACING ELEV. ft):18.12 INSIDE FLANGE LINBRACED LENGTH (FT.): 18.12 +Mn allow = 22465 -Mn allow = 7466 11.82 11.82 22465 ft.-Ibs. 15715 ft.-Ibs. (Mn values from RISA -2D analysis) DEFLECTION: 0.73 in. (=U297) (C10X12 VERT. MULLION OK WITH FLYBRACING AT 11.8 FT. O.C. MAX.) TOP CONNECTION: USE 11 ga. MFA8 BRACKET WITH (1) VERT. ROW OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. INTO RAFTER AND (2) VERT. ROWS AT 6" O.C. OF (5) 414-20 TEKS SCREWS AT 1.5" O.C. VERT. INTO MULLION LOCATION: RIGHT ENDWALL MAX. ENDWALL MULLION HT.: 18.12 ft. MAX. TRIB. WIDTH: 12.33 ft. DESIGN DISTRIBUTED LOAD: 268 plf MOMENT: 13759 ft.-Ibs. (with Of = 1.67) V horiz.: 2425 lbs. COMPOSITE DESIGN (Y/N)? N VERT. MULLION MEMBER —> C10X12 DESIGN SECTION— C10X12 FLYBRACING ELEV. ft): 18.12 INSIDE FLANGE LINBRACED LENGTH (FT.): 18.12 +Mn allow = 22465 -Mn allow = 7466 11.82 11.82 22465 ft.-Ibs. 15715 ft. -lbs. (Mn values from RISA -2D analysis) DEFLECTION: 0.73 in. (=U297) (C10X12 VERT. MULLION OK WITH FLYBRACING AT 11.8 FT. O.C. MAX.) TOP CONNECTION: USE 11 ga. MFA8 BRACKET WITH (1) VERT. ROW OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. INTO RAFTER AND (2) VERT. ROWS AT 6" O.C. OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. VERT. INTO MULLION 1/6/06 UJLB723 Hays.xls Endwall Vert. Mullions -- Page C6 ASK4 Engineering, Inc. DOOR HEADER DESIGN DESIGN WIND PRESSURE (psQ: 21.7 1/6/06 UJLB723 Hays.xls Door Headers - Page C7 a a O O u I- L .0 Z .p w m m W Z m LIJ _j it O w w00 �w Lu m .. _ �- z w w ►- ►- o �- Q Z = C7 W rL m w to �_ d' D: w V Z Z �_ rL m t7 @) C7 p m C7 _ 1 O 2 N _ 3 W W w W W Q O w W O W O O O Q O O Q Q Q uai N M a J m D D = 2 2 Q 2 1 FRONT CENTRE WALL 20.00 14.00 14.00 7325 C06X14 7808 OK 5519 Z6X12 SGL. 6745 OK 2 FRONT LEFT WALL 20.00 14.00 14.00 8329 C06X12 12286 OK 8462 Z6X12 DBL. 13490 OK 3 FRONT RIGHT WALL 20.00 3.00 7.00 2126 C06X16 6007 OK 5060 Z6X72 SGL. 6745 OK 1/6/06 UJLB723 Hays.xls Door Headers - Page C7 ASK4 Engineering, Inc. FOUNDATION DESIGN BOTTOM CONCRETE STRENGTH ft): 2500 psi REINF. YIELD STRENGTH: 60000 psi ALLOW. SOIL PRESSURE: 1500 psf NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. SIDEWALL CONTINUOUS FOOTING # OF BOLTS AT FRAME BASES: DEPTH OF FTG. BELOW GRADE 12 in. (MIN.) DESIGN SOIL PRESSURE 1350 psf FOOTING WIDTH 12 IN. (MIN.) FOOTING DEPTH 12 IN. (MIN.) DOWNWARD LOAD AT FRAME 9200 Ibs. FOOTING AREA REQUIRED 6.8 ft.^2 NET UPLIFT LOAD FROM FRAME 4876 Ibs. ' NET UPLIFT FROM SIDEWALL X -BRACE 2019 Ibs. DESIGN d top 10.0 in. DESIGN d bottom 8.5 in. LENGTH FTG. REQ'D(DL+SN) 6.8 ft. OK LENGTH FTG. REQ'D (UPLIFT) 17.5 ft. OK Mu DESIGN MOMENT (ft.-Ibs.): a= TOP BOTTOM 14903 13323 0.81 0.86 ANCHOR DIAMETER: 0.63 0.62 0.40 AREA OF STEEL REQ.0.40 0.37 (A.C.1. FLEXURE TABLES) AREA OF STL. PROVIDED OK USE -----> 12" WIDE BY 12" DEEP FOOTING W/ 2)-#4 TOP AND 2)-#4 BTM. (NO SHEAR REINF. REQ'D) t THRUST @ FRAME BASE: 4175 Ibs. As (GRADE 40 HAIRPIN = 0.01 in.^2 _ USE #3 HAIRPIN AROUND ANCHOR BOLTS — IF FIBER MESH USED IN SLAB INSTEAD OF WIRE MESH, USE #4 TIE ACROSS SLAB FRAME 'WEDGE -BOLT' ANCHOR DESIGN W 5/8" DIAM. X 5"'WEDGE-BOLT' BOLT CAPACITIES SPECIAL INSPECTION (Y/N)? Y v' >o ANCHOR DIAMETER: 0.63 in. ANCHOR LENGTH: 5.00 in. # OF BOLTS AT FRAME BASES: 4 REDUCED SHEAR (Ibs.): 2184 FRAME MAX. TENSION: 4876 Ibs. FRAME MAX. SHEAR: 4175 Ibs. X -BRACING MAX. TENSION: 2019 Ibs. X -BRACING MAX. SHEAR: 4153 Ibs. EDGE DISTANCE: 8.00 in. 'X' BOLT SPACING: 8.00 in. 'Y' BOLT SPACING 3.25 in. -COMBINED LOAD % (FRAME): 0.96 COMBINED LOAD % (X -BRACING): 0.67 MAX. COMBINED LOAD %= 0.96 J USE —> (4) - 5/8" DIAM. POWERS 'WEDGE -BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION OF INSTALLATION REQUIRED) 1/9/06 UJLB723 Hays.xls Sidewall Slab Edge Fdn. -- Page C8 W 5/8" DIAM. X 5"'WEDGE-BOLT' BOLT CAPACITIES ao 0 (5" MIN. EMBEDMENT): v' >o UNREDUCED TENSION (Ibs.): 4880 W # UNREDUCED SHEAR (Ibs.): 4200 co 0 a ca BASED ON SPACINGS, v REDUCED TENSION (Ibs.): 2538 w REDUCED SHEAR (Ibs.): 2184 ¢ a. (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) USE —> (4) - 5/8" DIAM. POWERS 'WEDGE -BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION OF INSTALLATION REQUIRED) 1/9/06 UJLB723 Hays.xls Sidewall Slab Edge Fdn. -- Page C8 ASK4 Engineering, Inc. FOUNDATION DESIGN CONCRETE STRENGTH ft): 2500 psi REINF. YIELD STRENGTH: 60000 psi ALLOW. SOIL PRESSURE: 1500 psf NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. ENDWALL CONTINUOUS FOOTING DEPTH OF FTG. BELOW GRADE DESIGN SOIL PRESSURE FOOTING WIDTH FOOTING DEPTH DOWNWARD LOAD AT MULLION FOOTING AREA REQUIRED NET UPLIFT LOAD FROM MULLION NET UPLIFT FROM ENDWALL X -BRACE DESIGN d top DESIGN d bottom LENGTH FTG. REQ'D(DL+SN) LENGTH FTG. REQ'D (UPLIFT) Mu DESIGN MOMENT (ft.-Ibs.): AREA OF STEEL REQ. AREA OF STL. PROVIDED a= 12 in. (MIN.) 1350 psf 12 IN, (MIN.) 12 IN. (MIN.) 4372 lbs. 3.2 ft.A2 1637 lbs. 4002 Ibs. 10.0 in. 8.5 in. 3.2 ft. 14.3 ft. TOP BOTTOM 10040 3009 0.54 0.19 0.31 0.11 0.31 0.20 OK OK 'A.C.I. FLEXURE TABLES) DK USE —112" WIDE BY 12" DEEP FOOTING W/ (I) -#S TOP AND 1)-44 BTM. (NO SHEAR REINF. REQ'D) THRUST @ BASE: 2425 Ibs. As (GRADE 40) HAIRPIN = 0.00 in.A2 — NO HAIRPINS REQUIRED AT ENDWALL MULLIONS — IF FIBER MESH USED IN SLAB INSTEAD OF WIRE MESH, USE #4 TIE ACROSS SLAB MULLION 'WEDGE -BOLT' ANCHOR DESIGN SPECIAL INSPECTION (Y/N)? Y ANCHOR DIAMETER: 0.63 in. 0 ANCHOR LENGTH: 5.00 in. 5/8" DIAM. X 5" 'WEDGE -BOLT' BOLT CAPACITIES LU # OF BOLTS AT FRAME BASES: 2 (5" MIN. EMBEDMENT): COCO Cr CO MULLION MAX. TENSION: 1637 Ibs. UNREDUCED TENSION (Ibs.): 4880 3 n. `? MULLION MAX. SHEAR: 2425 Ibs. UNREDUCED SHEAR (Ibs.): 4200 Q X -BRACING MAX. TENSION: 4002 Ibs. BASED ON SPACINGS, -- Q X -BRACING MAX. SHEAR: 2880 Ibs. REDUCED TENSION (Ibs.): 4490 1 > EDGE DISTANCE TOWARD SLAB EDGE: 5.00 in. REDUCED SHEAR (Ibs.): 3192 'X' BOLT SPACING: 8.00 in. (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) COMBINED LOAD % (MULLION): 0.56 COMBINED LOAD % (X -BRACING): 0.90 USE —> (2) - 518" DIAM. POWERS 'WEDGE -BOLTS' WITH 5" EMBEDMENT MAX. COMBINED LOAD % = 0.90 (SPECIAL INSPECTION OF INSTALLATION REQUIRED) 1/6/06 UJLB723 Hays.xls Endwall Slab Edge Fdn. -- Page C9 ASK4 Engineering, Inc. CLEARSPAN FRAME ANALYSIS: Analysis/Design Software: RISA -2D version 5.5. by RISA Technologies Overall Nominal Frame Width (ft.): 40.00 Nominal Frame Eave Height (ft.): 16.00 Roof Pitch (?:12): 2.0 Frame Tributary Width (ft.): 20.00 Roof Snow (or Live) Load (psf): 20 Wind Speed and Exposure: 80 C (WITH DOUBLE FRAME MEMBERS AND CONNECTIONS, RISA OUTPUT IS FOR HALF LOADS ON SINGLE FRAME MEMBERS) .�•7r ,V VI'7' L!71.:1.1�.L-,`JL�Lt .1.\lJ!'S l',S.IV/-1 L:+1•JI J� r'17. .:L �• (:M } MEMBER LABEL (SEE 'RISA- „ANALYSIS,,t PG: ;2); FRAME N.a L E AND D R DI -AG :RA M 1/6/06 UJLB723 Hays.xls Frame Diagram -• Pagel Company ASK4 Engineering January 6, 2006 Designer sml 11:17 AM Job Number : Checked By: Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature Iftl Iftl IGS N1 0 0 0 N2 0 '.'.8.37455 ` , ...� ., 0 . N3 0 15.38255 0 N4 4.2..4. ._.. - 16.27529: - 0 . N5 12.4 18.01825 0 N6 19 . ._ 19.42112 0 N7 25.6 18.01825 0 N8 33:8 ' 16.27529 0 N9 38 15.38255 0 - N1.0 _ _ 38 8.37455., �.'_ p N11 38 0 0 Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length Ir1PnrPPAI . SPI Tnnn AVM evnn /int /int If*\ M1 N1 N3 SEC1 STL Y SA PIN 15 .3 83 M2 , .. N3 N6 SEC .STL, Y _PIN_ PIN 19.424. M3 N6 N9 SEC1 STL Y PIN PIN 19.424 M4 N8 ,s : N4r1 SEC!:." STL. •Y' .. PIN'. : T.... 15:383 M5 N2 N4 SEC2 STL PIN PIN 8.948 M6 N10 N8 SEC2: STL c ':; 'PIN ',_PIN 8:948:_ M7 N5 N7 SEC2 STL PIN I PIN 13.2 Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (psi) (psi) Ratio(per 10^5 F Ib/ft^3(psi) STL 2.9e+7 1.1154e+7 .3 .65 490 57000 Sections Section Database Material Area SA SA 1(90,270) 1(0,180) Label Shape Label in ^2 (0,180) (90,270) inA4) (in^4 SEC1 Y:. -3.0 12X4C12G STL 2.19 1.2 1.2 4.258 47.30L:::] 6X4C16G STC .893. ' _ : 1.2 1.2' 1 ' 1.935 : 5.605 Steel Design / NDS Parameters Member Section Length Lb out Lb in L_comp Cb Sway Label Set le out le in le bend K out K in CH Cm B out in R Iftl Iftl If#% iHN Member Direct Distributed Loads, Cateqory : DL. BLC 1 : ROOF DEAD Member Label Direction Start Magnitude End Magnitude Start Location End Location Ib/ft, F Ib/ftF ft or % ft or M2 Y -30 -30 0 0 M3 .. Y:. -3.0 _ -30 0 k«: 0 RISA -2D Basic Version 5.5b [C:\ ... \UJLB723 Hays\40-16-12-10-20-80C-WU.R2D] Page 2 Company ASK4 Engineering January 6, 2006 Designer Sml 11:17 AM Job Number : Checked By: Member Direct Distributed Loads, Cateqory : SL. BLC 2: ROOF SNOW Member Label Direction Start Magnitude End Magnitude Start Location End Location Ib/ft F Ib/ft F ft or % ft or -34.643 M2 Y 0 0 0 0 162.984 0 M3 Y 0 0 0 0 - 0 Member Direct Distributed Loads, Cateqory : RLL. BLC 3: ROOF LIVE Member Label Direction Start Magnitude End Magnitude Start Location End Location Ib/ft F Ib/ft F ft or % ft or % -34.643 M2 Y -195.63 -195.63 0 0 162.984 0 M3 Y -195.63 - -195.63 0 0 ` - 0 Member Direct Distributed Loads, Cate -gory: WL+Y. BLC 7: WIND -OUT Member Label Direction Start Magnitude End Magnitude Start Location End Location /Ih/ff F1 11h/ft G1 /ff nr 0%1 /A r o/ 1 M1 X 148.111 148.111 0 0 M2 X -34.643 -34.643 0 0 M2 Y 162.984 162.984 0 0 M3 ,X `26.945 .. 26.945 0 - - 0 M3 Y 126.765 126.765 00 0 M4 X - 92:57 92.57. 0 - , r 0 Member Direct Distributed Loads, Cate -gory: WL -Y. BLC 8: WIND -IN Member Label Direction Start Magnitude End Magnitude Start Location End Location 11h/ft- Fl (1h/ft Fl !ft nr 0/.1 /ff nr 0/_1 Mi X 148.111 148.111 0 0 M2 X,:- 1.1.548. 11.548. 0 ,.-,;.: 0 M2 Y -54.328 -54.328 0 0 M3 :,: Xi:� :. 26.945 _:..::° 26.945��tr 0 - - 6 M3 Y 126.765 126.765 0 0 M4' X . ` ._ 92.57 92.57 0 0 a.. Member Direct Distributed Loads. Category: EL. BLC 9: EARTHQUAKE Member Label Direction Start Magnitude End Magnitude Start Location End Location 11h/ft 91 /Ih/ff C\ /ff n O/_1 /H _ O/ x Mi X 9.999 9.999 0 0 M2 X 9.999 9.999 0 0 M3 X 9.999 9.999 0 0 M4 X 9.999 - 9.999 0 0 Member Direct Distributed Loads, Category : WLY. BLC 10: WIND OUT RO Member Label Direction Start Magnitude End Magnitude Start Location End Location flh/ff F1 /Ih/ff C\ Kf n. 0L1 /H... O/1 M1 X 0 0 0 0 M2 X 0 0 0 0 M2 Y 162.984 162.984 0 0 M3 X 0 0 .0 0 M3 Y 126.765 1 126.765 0 0 M4 X. 0 1 0 0 0 Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 DEAD LOAD ONLY I y I I 1 1 1 DL 1 1 2 I FLOOR LIVE LOAD ONLY I' V I I 1 1 1 I LL I 1 I I 1 1I' RISA -2D Basic Version 5.5b [C:\ ... \UJLB723 Hays\40-16-12-10-20-80C-WU.R2D] Page 3 Company ASK4 Engineering January 6, 2006 Designer sml 11:17 AM Job Number : Checked By: Load Combinations (continued) Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor 3 1 DL FLL 4382.734 I Y 1 1 DL 1 LL 1 .-2316.1 6 ., 0:.000.. 1. N11 max 104.486 9 4382.734 4 0.000 1 min -1569:782` 4 . -1030.972 • 6 _0:000" • .-�1 Reaction Totals : max 522.053 9 8765.468 min: -3337-.488 ,7'-;i-3347.,072 4 "` : UBC 12=12 a. - 1' ` DL " . 1 U . 1 RLL- 1 -- _ tie 5 UBC 12-12 b 1 DL 1 1 LL 1 SL 1 '6 UBG'12, 13 a 1 wDU:* .75-"-. ` .LL• _ -.75. WL+Y .75 7 UBC 12-13 b 1 DL .75 LL .75 WL -Y .75 8 . UBC' 12=1.3 c J _. �- DL'.' 75 " LL" "? 75 : 'EU 75 9 UBC 12-13 d 1 DL .75 LL .75 EL -.75 _ 10 " UBC 12'14 a - 1 DL .75 LL- • .75 WL+Y .75 SL.' 7:375, - - 11 UBC 12-14 b 1 DL .75 LL .75 WL -Y .75 SL 1 .375 12 =- UBC 12=15 a T 1 _ DL'•... --.'75', .._ LL .75' SL° '.75 . WL+Y :375f 13 UBC 12-15 b 1 DL .75 LL .75 SL .75 WL -Y .375 14 UBC 12-16 a `' - A' -DL .75' LL: 75` : `SL' 75 EL 75 15 UBC 12-16 b 1 DL .75 LL .75 SL .75 EL, -.75 16. - "UBC 12!:167-1.(a) }' , :! . 1' -DL. '7,75 _:EL J5 _ 17 UBC 12-16-1 b 1 DL .75 EL -.75 48:?I, ; 'UBC - 12-13 c. ". = .. -: .,: 11 DL.'':75', - LL. . -.75 -' "WILY .75 Envelope Reactions Joint Label X Force Y Force Moment /lhl I r. llhl I r llh-ffl I r N1 max 1569.782 4 4382.734 4 0.000 1 min. -2087:474 ,6:% .-2316.1 6 ., 0:.000.. 1. N11 max 104.486 9 4382.734 4 0.000 1 min -1569:782` 4 . -1030.972 • 6 _0:000" • .-�1 Reaction Totals : max 522.053 9 8765.468 min: -3337-.488 ,7'-;i-3347.,072 4 6 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc I M1 1 1 1 max 14382.734 1 4 12087.474 1 6 1 0 1 1 1 2 [max 14382.734 1 4 1 1660.287 3 1 max 14382.734 1 4 1 1233.1 4 1 max 13934.706 1 7 1 1875.887 0 6036.811 -7206.234 12073.621 -12769.667 7213.98 -8130.896 1 5 1 max 13934.706 1 7 1 1875.887 1 4 1 0 1 1 1 RISA -21D Basic Version 5.5b [C:\ ... \UJLB723 Hays\40-16-12-10-20-80C-WU.R2D] Page 4 Company ASK4 Engineering Designer sml Job Number : Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (lb) (lb) (lb) M2` - 1 max 2854.107 6 3419.297. 7 - 0 , 1 min -2271.303 4' -1663.124 41 .'. 0:. ' 'A" 2, max 2218.894 '47 2888.845'. 4'' 7516.646 . 4" min -874.711' 6 -1686.758....6 -13812.335,-.7 .3. max 1991.088E ` 4' • 1817:105. 4_- 1247:647' 914 min -897:428. -6 -1:186.769 6 " -10534:181. .:'7`" 4 max, 9536.917 41 78.162 9 818'221 6 min -3767.779 6 -1060.825 7 -7006.557 4, .5 max' 9309.111• 4. 418.492 6 0'- : 1t _. -min -3790.496 6. -1978.71. 4_ -w .0- M3 1 max 9309.111 4 1 1978.71 4 0 1 min 1 -3633.007 6 -1522.148 7 0 1 2 max 9536.917 4 906.97 4 6505.155 7 min -3610.29 6 -1157.017 7 -7006.557 4 3 max 1991.088 4 1 176.122 6 11006 7 min -739.939 1 6 -1817.105 4 -3909.846 4 4 max 12218.894 4 1 541.253 6 13586.173 7 min -717.222 6 -2888.845 4 -1651.591 9 5 max 204.735 9 13368.461 7 0 1 min -2405.033 7 1 -416.749 9 0 1 W_M4 r _n; : _ ' 1i7 "max- . 450.209' 9 '11-3:614. 9'' "` -a0; 04 1w min -3794.886: 7.:: =1875.887 4 , '- 0 9URA I W -,2.. maz :450'209 ` 9 . 84.774 -f,97 7213.984 min =3794:886 ,T `=1875:887 ' ' �-381T467991 3°" max' 4382 734'i •4`1569.782'r,419 �120TT621 AE411 T =min" -1030'972 l'6.:� ? 4&808 j9)� f=581 8181 B911 4_t max 4382 7.34 4 '1569:782 '4'+�16036!8.1,18 W42 min "=1030:972 '6.;'=75.647r� 94' *='346x362 0911 "5 1" max 4382:734 4,' 1569.782 4', ,= a 0 3 91R ' min_ -1030:972 6 • 1 -104.486 9'= 0," 110 M5 1 max 7340.684 4 1 0 1 0 1 min -5766.28 6 0 1 0 11 2 max 7340.684 4 0 1 0 1 min i -5766.28 6 0 1 0 1 3F max 7340.684 4 0 1 0 1 min -5766.28 6 0 1 0 1 4 max -7340.684 4 0 1 0 1 min -5766.28 6 0 1 0 1 5 max 7340.684 4 0 1 0 1 min -5766.28 6 0 1 0 1 =;M6- 1 max 7340:684" ,4 0 =" .1 0' 1';: mine -218:884 9 0 1.' .,O, -,A 2 max: 7340.684 4.' 0 1 ,0 min" -218.884: 9 0 `_ 1 0` 3 max 7340.684 4- 0 % 1: r 0:=: , ..1 `: .min. -218:884. 9 0 :1 . _ _' 0 ': 1 4 max 7340:684 4 0 1 ` 0" -iI: min -218:884•_ 9 0 1" 5 max 7340.684 4 ' 0 . • " 1. � . 0., .." 1' min I _218.884 -9 0 1 1 0�_' _._ __1';, M7 1 max 12911.251 6 0 1 0 1 min -7947.301 4 1 0 1 0 1 2 max 2911.251 6 0 1 0 1 min -7947.301 4 0 1 0 1 3 max 2911.251 6 0 1 0 1 min -7947.301 4 0 11 0 1 4 max 12911.251 1 6 0 1 1 0 1 January 6, 2006 11:18 AM Checked By:_ RISA -2D Basic Version 5.5b [C:\ ... \UJLB723 Hays\40-16-12-10-20-80C-WU.R2D] Page 5 Company ASK4 Engineering January 6, 2006 Designer SMI 11:18 AM Job Number Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc Ib ) C5.2.1 -1 .. W. (lb) ,.i-406 -07;,�-",YT -i,'C5!2P1=-1,,., min -7947.301 4 0 1 0 1 7 5_ max 12911.251 6 0 1 0 1 �'.-.223- min 1-7947.301 4 0 1 1 1 0 1 . Envelope Member ASD AISI 99 Code Checks Label Code Chk Loc Shear Chk Loc ASD Eqn. Message (ft) Lc (ft) Lc MI .917 8.332 4 .277 15.383 6 C5.2.1 -1 .. W. ,,kf . 1 1 T 4 -249-,z '1':7 H' ,.i-406 -07;,�-",YT -i,'C5!2P1=-1,,., M3 .846 6.677 4 .400 19.424 7 C5.2.1 -1 .7-M4, j-,0Xz- --.917 2,-T05! �'.-.223- M5 .677 0 4 .000 0 1 C5.2.1-1 ? Q -i 'M 6:.-677 4, �'.0001 -1 -IC5:2.1-1" M7 .374 0 6- 1 .000 0 1 C5.2.1-1 RISA -2D Basic Version 5.5b [C:\ ... \UJLB723 Hays\40-16-12-10-20-80C-WU.R2D] Page 6 SECTION PROPERTIES AND LOAD TABLES 1'/d' T3°/,6" 36" Coverage 1 -Span UNIFORMALLOWABLE O.D• Inward (Gravity/ Deflection) Load20. Outward Uplift (Stress) Load 3. GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 214 95 49 25 15 9 358 159 90 57 40 29 24 36" 50 288 128 72 39 23 14 405 180 101 65 45 33 22 36" 1501 426 1 190 107 56 32 1 20 538 239 1 134 86 60 44 2 -Equal Spans Inward (Gravity/ Deflection) Load 2-4. Outward Uplift (Stress) Load 3. GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 224 109 64 42 29 22 252 120 69 45 31 23 24 36" 50 286 131 75 48 34 25 364 167 95 61 42 31 22 1 36" 50 388 1 176 1 100 1 64 1 45 1 33 545 1 248 141 90 1 63 46 3 or more - Equal Spans Inward (Gravity / Deflection) Loaded- Outward Uplift (Stress) Load3- GA. Width Ksi 2' 3' 1 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 250 125 73 48 28 18 286 138 80 52 36 27 24 36" 50 328 152 87 56 39 27 419 193 110 71 49 36 22 36" 150 1 449 1 205 116 1 75 1 52 1 38 630 1 288 1 164 105 1 73 54 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AIS[ 1996 specifications for bendin; stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement. or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 33'/317;c for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. 1 Metal Saies :blanuiactunng Corpora(ion/ Subject to chance without notice/ Effective Date 510_ 31'_.].6. i9_: tCorponte Office) • www.mdsales.com I f-,I,.,L)1—Y T U rF e�'� ENCROACHMENT PERMIT 0, 0\ 0 o I County of Butte Department of Public Works 0 0 cy / 7 County Center Drive Oroville, CA 95965 CtC YN'� Qc Phone: (530) 538-7681 Fax: (530) 538-4356 All information except signature must be typed or legibly rinted Permit #: •7 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor's Parcel C, a Property Ow er's Name: / Number (Required): — bd — .4 Phone: Property Address: PROPERTY 2((I 7�-3U � gi tv4n Different): Mailing Address (IfDifferent): OWNER /9"9 tie,-/, d CA 95"m Work will be performed by: Contractor ❑ Property Owners Contractor's Name: pA Phone: J, t� 9 1 D ' ti U AddresFO �� � 7— Fax: -11s'1• ; i � �/�IVfj1 /� r--;:'XCIO WORK Contractor's License '� Certificate of Insurance currently El Yes No PERFORMED BY Number: on file w' De artment Applica t is: ❑ Property Owner ❑ Property Owner's AgentContractor ❑ Other: unty of Butte for an encroachment e t to do the following work under I / WE, undersigned, herebVays, or ov rte oun roads and hccordance with Coun ordinances d eneral laws. Signat re: .�Date Signed:Road affe ed:�,a�1v. Time and Durai of Encroachment: Permanen ncr achment ❑ Temporary: From To LOCATION Type of Encroachment: Driveway ❑ Roadway ❑ Culvert ❑ Fenc ❑ Pipe/Pipeline ❑ Sign/Billboard ❑ Other Site Plans Attached: Yes ❑ No PERMIT IS: XGRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) andspecial conditions written below, permission is hereby ranted. I. ❑ Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2. ❑ All work shall conform to accompanying: ❑ Detail ❑ Plans ❑ Special Conditions 3. ❑ Other Conditions: ALL. JG K S AL - c, i . Tr"�:;S A f- 14 90, PERMIT CONDITIONS �'Pa_�;t 2? -rO filled P -V Ao Ug-10vT or.j To i A64 JE Sr STA i r.I - AL -A ro- (To be inbyCounty) �� r - 6r - pl 7- e CitI.Va'r-T b k l�%VL 4vAy Si -(ALL Oo-C t)cC�Z►� 361 iilvr ._ itS C,), tOTy Date `/ Issued: 2 Expiration Date: 2 %� Surety: f rto Date Paid: Z' Amou Paid• ,i' OCA Paid ci, Sys By: Check 7 No: % Su Receipt No.:137 B-2-7— 2ZMike Mikedrurnp, Director of Public Works B Road District: Inspected By: Inspection ❑ Completed - OK ❑ Completed - Not OK For County Results: El Additional Comments Attached Use Only Comments: Note: Ifpermits are faxed to any number besides 530) 538-4356, they can be delayed up to one week. Form: 200506EP Pagel of 2 w GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or ball in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee. thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench ball in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or,better than, existed prior to the construction. — All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8') of aggregate base, according to current California State Specifications. 9 Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. if the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 S EDGE � OF EXISTING PAVEMENT FLOW LINE DITCH z 16' MIN. 1 24' MAX. PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY COUNTY ROAD FOREMAN AREA TO BE PAVED R/W .T 10 MIN. i I �i---- PROPERTY LINE I NOTES: l.- PIPE TO BE C.M.P. OR EQUAL (12"DIA. MIN.) 2. PAVING SHALL CONSTIST OF -4 OF AGGREGATE BASE, MIN., AND 2" OF ASPHALT CONCRETE, MIN. 3. IF THE ATTACHED DRIVEWAY ENCROACHMENT PERMIT IS ONLY TO REPLACE A DRAINAGE CULVERT IN AN EXISTING DRIVEWAY THEN THE STRUCTURAL SECTION FOR THE DRIVEWAY TRENCH SHALL BE THE SAME AS THE EXISTING DRIVEWAY STRUCTURAL SECTION. ,RwEMT STANDARD FOR: jaw PRIVATE DRIVEWAY DETAILS ° ° COUNTY STANDARD NO. e S-31 OU141 N.T.S. REMSM 05-25-2004 Ic i Butte County Department of Development Services ADMINISTRATION ` BUILDING `GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pernut. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper pen -nit in his or her name. Contractors are required by law to be licensed and bonded by the. State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers'. compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is -to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OWNER -BUILDER VERIFICATION Attention Property Owner.- An wner: 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. GI personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ X ] NO [ ]. I HAVE [ ,� ] HAVE NOT [ ] signed an application for a building permit for the proposed Gwork. 3. I have contracted with the following person (firm) to provide the proposed construction: h,31 ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNE PROPERTY OWNER: .� DATE: 1-2-3-66 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. Rev'd 11/4/2004 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060152 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 02/22/2006 APN: 026-080-056-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 7030 IRWIN AVE PAL Date: Contractor: Map Index: Description: GARAGE/SHOP(2400) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: HAYS, JAMES to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7030 IRWIN AVE 7000) of Division 3 of the Business and Professions Code) or that he or PALERMO, CA 95968 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the (530)534-5831 applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: HAYS, JAMES Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 7030 IRWIN AVE provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one PALERMO, CA 95968 year of completion, the owner -builder will have the burden of (530534-5831 ) proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date:Z a� Owner: 1.;e4� Lg� License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Total Square Ft: 2400 S.F. - Policy#: Valuation: $57,600.00 41( I certify that in the performance of the work for which this permit.is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 2 - Z 2 6 to 1. Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one 1 r 444 0 6 'f � p� / hundred thousand dollars ($100,000), in addition to the cost of ��f O� compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. l CONSTRUCTION LENDING AGENCY This permit is hereby' ued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the the for this is issued (Sec 3097 Civ.) Resolutions to o k indicated bove for which fees have been paid. performance of work which permit • -G By: Date: Name: � U Address: PERMIT EXPIRES 0 (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duty authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: J,�fi1,o C IT.QI/ Signature: DQ &¢0( Date: Z 2�-D C f Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 l 0 L141 F/ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND. SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" ARCHITECT/ENGINEER OWNER INFORMATION Last Name Address 3 qO ,1iP aG S N 0/° u. First Name State © �t Phone 3— �v�o8� (SSD Address 7o City Book State G, ZiP9S (o /_n e 47 o 7 o Phone Fax / �r ^ 5� State C E-mail Phone ARCHITECT/ENGINEER Name G k CONTRACTOR Address 3 qO ,1iP aG S N 0/° u. Name State © Zip Phone 3— �v�o8� (SSD F�`So3-66.9-5Z3 E-mail State License Number Book Address Lot # Planner Date Approved: 7 o c,.ir k, _e City P / �r State C Zip gS9'aj Phone Fax rff7m7i, Lic. # Class ARCHITECT/ENGINEER Name G k 14s , ; Address 3 qO ,1iP aG S N 0/° u. City S State © Zip Phone 3— �v�o8� (SSD F�`So3-66.9-5Z3 E-mail State License Number APPLICANT INFORMATION Name 14 1147 6ks Address7036 City / State Zip 5q PhoneS3 � _ �., Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning I AP --I JFloodZone Cross S reet SRAIyes Policy Number Carrier Occ. Typd Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BPC BIN # PROJECT LOCATION- API Property. Address Cross S reet WORKER'S COMPENSAT40N- Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address D scriptio or Scope of Work: Sq FT- Living G g Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the. permit and no construction work has been done. Filing fees, plan check fees for work Dian.chocked-.wrd other el nwiffient costs are not -A 1 Received Amount: Bldg SRA Receipt #: Sheriff q 3S SMIP Date: I a3 joy Other �� Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLEAND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ' No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). El 7. Worker's Compensation Carrier and Policy Number. ❑ 8: Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if'required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 y.. .-„r.. �,{, �•y.- Fs .. ..,r.7.jl...•.-r �. • . t'ro..-�..�. .. . .. ,. �• -.... .. r•^. 4. �,., :r,. ..,�.. �,,: � � ' moi" � � . , "+ � l� \lV U�� •� , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER ^' O�D _ DS Proposed Building Use: Permit Technicia Date: 31h (6 Items required in order to a ly for a p` rmit. 'All boxes UST be checked OR marked NA in order to apply. f 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. • ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑�- 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other k aini items needed to issue the permit. (May require additional plan review upon receipt of the following items.) , �f Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable FireSprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required .........................................:. VErosion Control Plan Required........................................................................ 19. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 2U7. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑J,- 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. 23. Planning approval for (A) Use: . (B) Parking: (C) Parcel Check: .......... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.............:...................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtj�"ytr ng a building permit. Applicant: _ / a Date: L 1. Index permit plication for the above items numbered: _ Plan Check Let 2. Additional items r Contractor, designer,, was advised of the above data by Jlphone, ❑ mail, ❑ counter, b Date. Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by' Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Piot Pion Anachod Hoar Plan Attach® Sant to B.C. / y- .. . /-a�-o ��� C7 � �r �� S P�JI S �-0 3 >) I /t,vU 10 2� � Owner LLocation AP# Plan Approved for: Sewage Disposal----, W7/� Supply: Public Private Well 7 Clearance for dwelling. Other ,0 7C X1 0 _, 0, . ), tM � ,, Hold final for: Final clearance O.K. for: NOTE: Environmental Health 8/96 cialist —&L7 Date Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecountV.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner HAYS APN No: 026-080-056 Per Dwelling SFD JPer DwellingPer MFD ,> Application Date 1/23/2006 Permit No: BP BP060152 MH County 4096.87 3071.14 3117.43 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $1,044.81 RE''CEIPT 626.8)9) ATE T cnl�Asst WATER TENDER FEE )Not collected when Impact Fees Applicable) Enter Bat.# $200,00 Plan Check portion of Permit Fee $417.92 770 Butte Creek $7,736 771 Comanche Creek $8,069 2 FEMA Flood Elevation Review $109.98 0 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 3 RYes SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELO U.S-LB, ERECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant spective district office. (State Responsibility Area) Building Inspection $109.98 0 NON-REFUNDABLE portion of fees due at application $417.92 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $417.92 443569 1123/06 Alice 4 SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*:�� 6a Other*: I I I 7 8 9 9a 10 10a IMPACT FEES - RESIDENTIAL* Applications After 2114/05 # Per Dwelling SFD JPer DwellingPer MFD ,> Dwelling RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst MH County 4096.87 3071.14 3117.43 Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 7938.531 6757.081 7633.49 R-1 8031.53 6850.08 7726.49 'L° R-2 7541.53 6360.08 7236.49 R-3 6780.53 5599.08 6475.49 Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE )Not collected when Impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,736 771 Comanche Creek $8,069 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $8,792 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling $130 At time of building permit $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELO U.S-LB, ERECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant spective district office. 11 SCHOOL DISTRICT FEE p 11a RECREATION DISTRICT FEES* Dur At the time of permit application, I was advised the a checking process. be paid prior to issuance of the permit. These fees may be changed during the plan Applicant: // /��� Date: Pursuant to Governme code Section 66020, y6u are hereby notified those Items followed by an ""may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 A / ' // /N// ���P � �Q� / // ��u�d1`.��i � Iyt�7'�or C(caS q.�'1l� _ � �9C� .` 23�©�0 ����--�� a - - Butte G`ouri y Departrnei2t of-Developxnel2t ,�`el�nces °�`'�`. 0 7 County Center Drive�''-,,i-i ° Oroville, CA 95965 ° =. ° (530) 538-7601 Telephone coU (530) 538-7785 Facsimile N�y BUILDING PERMIT APPLICATION WITROUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for* disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required pernuts/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Jlt/ri e s l� �� S APN: Building site address: 76130 4 y a �g 1e, z o Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNX-IrURE OF APP 1-23 -06, DATE i SITE -PLAN ............. ...... ...... ...... ------ ......... ... : - : ............ ...... ...... ...... ...... : ....... ........ ........ ...... ...... ...... ................................................. ..... :::: .....:.:: :::: .. ............... ...... _:::::::::. ..................... ............ ...... ------ ------ ...... ...... ........... .... ...... ..... ...... ...... .................. ............. ...... ............ . ..... ..................... ...... * ..... ...... ..... ...... ..... ...... ............. ...... ...... .............. ...... ...... ............... ... ........... .......................... ..... ...... ....... ...... ...... ...... ; ......................... �--- :v ............. ...... .............. ........................... .......... .................... ............. ...... . . . . . . . . . . . . ...... ............................. ................... .............. .............. ............. ...... ...... ...... ...... ...... ............. ...... ...... ...... ............ ...... ...... ...... ...... ...... ................... ...... ............. ..... ...... ...... ............ ..... . ...... ..................... ...... ............. ------ ...... ------ ------ ------ * ...... ..... z ...... ...... ..... z ...... ...... ------ ...... ..... ------ ...... ...... * ------ ...... ...... ............. .......................... ------ ...... ... ........ ....... ...... ------ ........ ............... ............. ...... ..................... ...... ........................... ............ .......................... ....... ..... ...... ...... ------ I ...... ! ..................... ................................... ............. ....... ...... .............. .......... ........... ... .............. - ----- ........................ ...... ..... ....... ........... ...... . ..... . - ------ ............ ...... ..... ...... ------ ...... ...... ...... ...... ..... ...... ---- ------- ------ ------ ..... ........ .. .............. ............. ...... .............. ...... ...... ............ ............. _.).41 ...... ... 4..v ......... ..... ..... ...... . . ..... . ........... . ..... .............. ..... . ..... . ............ ...... ............. . .............................................. ..... ............. ...... ..... ........... ............. ..... ...... ...... ..... .............. . .... ............. : ...... . ..... ............ .............. ... ........ . ..... ...... . ..... ...... ............. ..... ................. 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OR 1B El — OR R5 R& Scale:1"= Address / Phone No. 7403(9 _T/?c, Site Location Contact: 2 L on•,3 FOR"OFFICE-US"E ONLY Zoning: General. Plan Pesig: Size, Acres . PROVIDE FOR ALL, -ADJACENT PARCELS; - SIZE -(AC). ,ZONING:. GEN PLAN: USES. INSTALL PURLIN 'FLANGE BRAGING TO INSIDE FLANGE AT 1/3 FTS. OF PURLINS, PER DETAIL W2 ROOF PURLINS PER MEMBER SCHEDULE ON SHEET 2 SIDEWALL GIRTS PER MEMBER SCHEDULE ON SHEET 2 ROOF PURLINS PER SCHEDULE INSTALL FURLIN FLANGE 7 / BRACING TO IN51DE TO PEAK FLANGE AT 1/3 PTS. OF SOIL BEARING PRESSURE: 1500 psf PURLINS, PER DETAIL W2 12 —,25' ROOF PURLINS PER \ MEMBER 5GHEDULE © X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) ON SHEET 2 ro EAVE 51DEWALL 61RTS PER MEMBER SCHEDULE ON SHEET 2 INSTALL GIRT FLANGE BRACING TO INSIDE X -BRACING TYP., INSTALL GIRT FLANGE _ FLANGE AT 1/5 PTS. OF SEE DETAIL M/2 X -BRACING TYP.,BRACING TO INSIDE GIRTS, PER DETAIL W2 _. SEE DETAIL MM2 .._ _. .. _ .. FLANGE AT 1113 PT5. OF . GIRTS, PER DETAIL W2 2 5IVEWALL EXTERIOR ELEVATION 3 SIDEAALL EXTERIOR ELEVATION 1 SCALP: 1/5" - V -O" 1 5, -ALE: 1/8" = I'-0" 7 /I TO PEAK 2�/ I I —122� TO EAVE I I I I E 2 I ENDWALL 61RTS PER T.O. CONGRETE ' MEMBER SGiEDULE x -BRACING TVP" ON SHEET 2 SEE DETAIL M/2 INSTALL GIRT FLANGE BRACING TO INSIDE FLANGE AT 1/5 PTS. OF GIRT5, PER DETAIL N/2 � ENVAALL INTERIOR ELEVATION i/ SCALE: 1/19" = V -O" ROOF PURLINS PER SCHEDULE A\ 7 / WIND SPEED: 50 mph TO PEAK 2 SOIL BEARING PRESSURE: 1500 psf DETAIL KEYS. 12 —,25' m `T ENDWALL MULLION FLYBRACING PER DETAIL K/2 © (SEE DETAIL K/2 FOR GLEARSPAN FRAME MEMBER BRA4,I146 REQUIREMENTS). © X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) I I ro EAVE WIDTH I\ OPENING HEADER OPENING (4) PL.GS. AS SHOWN CLEARSPAN FRAME DETAIL INFORMATION. c_ I INSTALL GIRT FLANGE BRACING TO INSIDE X -BRACING TYP., INSTALL GIRT FLANGE _ FLANGE AT 1/5 PTS. OF SEE DETAIL M/2 X -BRACING TYP.,BRACING TO INSIDE GIRTS, PER DETAIL W2 _. SEE DETAIL MM2 .._ _. .. _ .. FLANGE AT 1113 PT5. OF . GIRTS, PER DETAIL W2 2 5IVEWALL EXTERIOR ELEVATION 3 SIDEAALL EXTERIOR ELEVATION 1 SCALP: 1/5" - V -O" 1 5, -ALE: 1/8" = I'-0" 7 /I TO PEAK 2�/ I I —122� TO EAVE I I I I E 2 I ENDWALL 61RTS PER T.O. CONGRETE ' MEMBER SGiEDULE x -BRACING TVP" ON SHEET 2 SEE DETAIL M/2 INSTALL GIRT FLANGE BRACING TO INSIDE FLANGE AT 1/5 PTS. OF GIRT5, PER DETAIL N/2 � ENVAALL INTERIOR ELEVATION i/ SCALE: 1/19" = V -O" ROOF PURLINS PER SCHEDULE A\ 7 / WIND SPEED: 50 mph TO PEAK 2 SOIL BEARING PRESSURE: 1500 psf DETAIL KEYS. 12 —,25' m `T ENDWALL MULLION FLYBRACING PER DETAIL K/2 © (SEE DETAIL K/2 FOR GLEARSPAN FRAME MEMBER BRA4,I146 REQUIREMENTS). © X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) I I ro EAVE WIDTH HEIGHT OPENING HEADER OPENING (4) PL.GS. AS SHOWN CLEARSPAN FRAME DETAIL INFORMATION. c_ I I I I W -O" STEEL COILIMS DGOR w CHAIN HOIST SINGLE G06XI4 E 14'-0" 14'-0" 5' COIUN6 DOOR W CIWN M015T DOUBLE CO6X12 2 1'-0" PA DOOR S COLOR SINGLE C06XI6 I I I I I I ENDWALL GIRTS PER I I T.O. CONCRETE MEMBER SCHEDULE . " x -BRACING TVP, .. ..-_.. - ON SHEET 2 SEE DETAIL Mn INSTALL GIRT FLANGE BRAGING TO INSIDE FLANGE - AT 1/3 PTS. OF GIRTS, PER DETAIL N/2 5 ENDWALL INTERIOR ELEVATION 1\J SCALE, 1/8" a I' -O" APPROVED butte county�atth EnvdrO�fr t0 t I 'Signature -1-- 1.11 e, , I PROJECT DE516N CRITERIA ROOF SNOW LOAD: 20 psf WIND SPEED: 50 mph WIND EXPOSURE: G SEISMIC ZONE: 4 SOIL BEARING PRESSURE: 1500 psf DETAIL KEYS. VERTICAL MULLION (SEE DETAIL C/2 OENDWALL FOR TOP CONN. AND 6/2 FOR BASE CONNJ ENDWALL MULLION FLYBRACING PER DETAIL K/2 © (SEE DETAIL K/2 FOR GLEARSPAN FRAME MEMBER BRA4,I146 REQUIREMENTS). © X -BRACING IN ROOF ABOVE (SEE DETAIL M/2) DOOR SCHEDULE DOOR WIDTH HEIGHT OPENING HEADER OPENING (4) PL.GS. AS SHOWN CLEARSPAN FRAME DETAIL INFORMATION. c_ TYPE -GIRT JAMBS W -O" STEEL COILIMS DGOR w CHAIN HOIST SINGLE G06XI4 O 14'-0" 14'-0" 5' COIUN6 DOOR W CIWN M015T DOUBLE CO6X12 Y TVP.® so' 1'-0" PA DOOR S COLOR SINGLE C06XI6 HOTE9, U SEE DETAIL 412 FOR DOOR OPEMINS FRAMING IW-OWAATIOK W SIZE OP HEADER 61Rr P- 1 TO Be SAME AS SIDEYVLL OR EWA LL 6I r, AS APPROPRUATE, PER HEMBER SCHEDULE ON SHEET 2. 9) ALL 6" DOOR AHD HINDON JAMBS SHALL HAVE 4' WDE MANSES, ALL 4" DOOR AND ALL KND'OH JAHm5 SHALL HAVE 29" RUDE PLAN6ES 4) AT OP1541455 NOTED, INSTEAD OF ATTACHINS DOOR JA? -BS TO FADER 6IRT ABOVE OPETUNS, ATTAGI DOOR JAMBS TO UNDERSIDE OF t- E ANE BIRDER OR EXPAALL RAPT&S, WHICHEVER IS APPLICABLE. E x A TVP. (4) LOCATIONS 20'-0' 20'-0' 20'-0' 3 1 6c FRAME h FRAME X-BRAGIN6 FROM TOP OF CONCRETE, r ----------- -----------i71 I . • I IBM HAIRPIN AREA TO PROVIDE ' NOTE, SEE 'TYP. CRO5S-SECTION AT C5./�\ LU ' FRAME' DETAIL ON SHEET 2 FOR SPECIFIC (4) PL.GS. AS SHOWN CLEARSPAN FRAME DETAIL INFORMATION. c_ 1 FOUNDATION PLAN LU 6� Y TVP.® so' SLAB I . I i :L-- ---- o --------- — -------- \'a1: E x A TVP. (4) LOCATIONS =#5 (HAIRPIN BARS 2' DOWN FROM TOP OF CONCRETE, IBM HAIRPIN AREA TO PROVIDE ' NOTE, SEE 'TYP. CRO5S-SECTION AT C5./�\ LU ' FRAME' DETAIL ON SHEET 2 FOR SPECIFIC (4) PL.GS. AS SHOWN CLEARSPAN FRAME DETAIL INFORMATION. 1 1 FOUNDATION PLAN LU 6� E x A TVP. (4) LOCATIONS I— Z_ 84 s91� OF �m N or4 S -o LnT I- j d) m m� G`D JU O m CS 111 m q X Y 'L' U. Q° m a Y cn Z U C7 LWLJ W Z r - 0 O Dz O5 V) m m con U GS 4E— Z Q oe� U C/) z Q Qc) Z = z� 0 J C/)LLJ 3::0 In w m Q oma �J � a W N O Nil Ir m K Z Q 0 0 0 DRAWN cjh / jtl CHECKED SMI DATE 1/6/2006 JOS NO. UJLB723 SHEET 1 -^y OF =#5 (HAIRPIN BARS 2' DOWN FROM TOP OF CONCRETE, (THICKEN CONCRETE SLAB IN HAIRPIN AREA TO PROVIDE ' NOTE, SEE 'TYP. CRO5S-SECTION AT C5./�\ B" MIN. COVER ON HAIRPIW, ' FRAME' DETAIL ON SHEET 2 FOR SPECIFIC (4) PL.GS. AS SHOWN CLEARSPAN FRAME DETAIL INFORMATION. 1 1 FOUNDATION PLAN I— Z_ 84 s91� OF �m N or4 S -o LnT I- j d) m m� G`D JU O m CS 111 m q X Y 'L' U. Q° m a Y cn Z U C7 LWLJ W Z r - 0 O Dz O5 V) m m con U GS 4E— Z Q oe� U C/) z Q Qc) Z = z� 0 J C/)LLJ 3::0 In w m Q oma �J � a W N O Nil Ir m K Z Q 0 0 0 DRAWN cjh / jtl CHECKED SMI DATE 1/6/2006 JOS NO. UJLB723 SHEET 1 -^y OF SITE. PLAN - .... - -- -- -. -: ::::.:: :: :::::: -- ::. _. ..................... ...... ........... ............. .......:..... ..................... .. .. - -- .. .. .. .- -- .. .. .. ._ ... ....................s ............ .. .. .. .. - j._..... r �. '. G .. ... :1 :G .. - -- . - ... . _ - - - .• r: - e - ............ .• - .� o 1 • •. . • t/ - .. . . . . .. ................... .. _.. ._ .. .-. .. .- •. ..... ............. .. -- ------ .... ... .. .. .. .. .. ... . ... - -..- .... ......_........... .... P . �.. .S _\:....... 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