Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
025-220-075
t 5 — 2 -1 t'� Q Z'5 LJ7T �YT,S�tIP RAVEL TRAILER WITHOUT PERMITS N S "Stimpson Rd, 2 mi. E of Hwy70, Qrov elle �Q 4b OLATION RESOLVED permit #282-76E(ele ser ct�) SF B 28/8$ T I 25-22-66 .< ANEW OWNER 3 CONRAD LEWIS /��/ �4, � :.' k. NIS Stimpson Rd., 2 mi. E o Hwy 0 70, Oroviylle . U Permit#'5285-77E (ele ser ch) ; F 25-22-66 ��Per�lt 6142-77B;E(P oard &re- lasterb e 0 re -wire replace window F) �}} Q V" _-- 25-22-6 Permit #988-7Z8B,P ---_-- (newf, ceiling & rept ce lsid'i�ig/SF) f 025-220-075 PERMIT#95-0880 LEWIS, Conrad & Lola"- 524 Stimpson Rd., OroviTle �� Change Roof Struture on ex porch & a install woodstove SF $� 025-22-0-075 95-1880 ,LBPEM MONTGOMERY, John & Michelle �(P 624 Stimpson Road, Gridley (addition)SF Mark Stewart_ ( go 025-220-075 -- PERMIT#95-25©i MONTGOMERY, John &.Michelle °� 4 .624 Stimpson Rd -.,"Gridley ,� Cont Mark Stewart �I Ele Ser Ch/SF M ' . 025-220-075 02-0065 + MONTGOMERY, JOHN L 524 STIMSON RD, ORO ° IL"LE 6 CONT: MARK STEW Iv aD BACK UP GENERATOR �' e , a 075-220-0.15 02-1704 � E Mnl`1 rrnNAFR Y, JOHN 524 ST IMPSON RD., OROVILLE METAL STORAGE BLDG. u' S ,- _�— _-- _- _.. _ - a `°' a 0 v v t ADDRESS (Including Block ( *f - ##' - ##.#N' or ##. ) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION I Forinsurance Company Use: Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Use a HORIZONTAL DATUM: ❑ NAD 1927 ❑.NAD 1983 area, if ICompany NAIC Number ZIP CODE GPS (Type): USGS Quad Map ❑ Other. _ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME Q B3. STATE n .-% .12. / - . . _ A, j—A ' , J 77 Ci7�f� 84. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL oa. or+ c r�wi. CLr-VA 1 iv NkQJ .NUMBER G FIRM INDEX DATE CTIA EVISED�D Q c/ B8. FLQOD ZONES) (Lone} 0, use depth of flooding) OU0011113c� t/ -r 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile JgFIRM ❑ Community Detennined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: a NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes s No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: In Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Bevation Certificate will be required when construction of the building is complete. C2. Building Diagram Numberl(Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datumll�LUD2aonversion/Comments—'-0»►5 ' Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes J5No a) Top of bottom floor (including basement or enclosure) ` •' ftp) 'a QRpFES b) Top of next higher floor — —ft) D C) Bottom of lowest horizontal structural member (V zones only) --fL�) o o G� d) Attached garage (top of slab) n�) w RCE e) Lowest elevation of machinery and/or equipment iu servicing the building (Describe in a Comments area)Q -- fL J* E 5 l f) Lowest adjacent (finished) grade (LAG) LLft� y N J'1q CML �a�Q. g) Highest adjacent (finished) grade (HAG) �F CALW h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade i) Total area of all permanent openings (flood vents) in C3.h P/&$q. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME U 4=�t� t/-4 LICENSE NUMBER �t^i� r72O I NAME W611U ADD RESS �b � I V SIGNATURE OO ZJP CODE ClAr 107-1 IONS FEMA Form 81-31, JUL 00. SEE REVERSE SIDE FOR CONitNUATION REPLACES ALL PREVIOUS EDIT IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:P Number BUILDING STREET ADDRESS (Indudin9 o Apt Unit Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. 2 nn _ STATE � �Z1P � I CompanY,NAIC Number CITY SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agengoompany, and (3) building owner. AA a (01. M -X Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft -(m) _in.(c m) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, K available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C31 on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only),' and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS . ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or communityassued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. Lfl G5. G7. This pem>it has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS G6. DATE CERTIFICATE OF —ft(m) Datum: _ ft(m) Datum: _ ❑ Check here if attachments FEMA Forth 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 4 ; RESIDENTIAL A 025-22-0-075 95-1880 BPEM • 124 NTGOMERY, John &Michelle Stimpson Road, fs I d t (addition)SF Mark Stewart y- -� --� - err-zs7L y r 1. t i OFFICE COPY Address GAS `—�— kMeter By Date— ELECTRI Da ' Meter By JOB FINALED (Date) Signature .� J=OK O=Not OK Not =NotReadyable MOBILE HOMES i ? Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete i 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance r Date Card B-1 Date Card B-1 Date Card B-1 Date Card -B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh ... • , , 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O=Not OK = Not Applicable Not Ready RESIDENTIA,- (Single = Date UNDERFLOOR (Plans) OK except it's Date -Setbacks-Easeme 7 Q/l Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth VFtg., Garage; Soils -Steel -Elea Grnd.-/ /" Ftg. Depth V 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls. Garage; Steel- Blockouts-Wrapped 6a: Hold Downs and Special Anchors Q . lab; Steel -Wrapped Pier Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except N's sr Htr.: Vent -Access -Combustion Air -Baffle r--------------------------------- :r Pipe: Test & Anchor -Nail Protection ------------- -- -- - - - .V.: Test -Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access --et)-,Test Tub & Shower. Second Floor -Tub Access-- --- - - ----- --------- 1. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRIC ermit) OK except h's xture & Transformer Clearance -Ins. -Protection -------- --------------------------------------------------------- 23 Elec. Receptacles Spacing -Lights & Switches at Doors ----- -- _(I ------------------------------------------------------------ 'N Si a Boxes & No. of Conductors -Stapled 5. Roed Close to Edge of Studs & C J. quip. Ground made up w/Meeh. Fastners-Bond Gas & Water ------ ------------ ------------------- V-24 2 frpptiance Circuts in. Kitchen & Conductor Size/GPI ---------------------------------------I------------------------------------- ---- 2E Subfeed Wire Size r" ga. Cu or AI-A.C. Wire Size i ! ga. Cu or At 29. Range Circ ! ga Cu or At -Oven Circ. / / ga. Cu or Al. nsulated Neutral ❑ Yes ❑ No ---------- --------------------------------------------------------- ervice-Riser Conductors _&_G ro.u-nd -Mai n Disconnect 31_Equip. Clearances Panels-Motors-Mech. Equip. �-^------------------------------------ - -- - ---- - es Closet Light -Shower Light -Spa Light --------------- __ moke Detector --------------------------------------------------------------------------------- Date--- ---- ----------------- - - - ---- Card B-1 Date Card - B-1 ----- --------------------- - -------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except h's Ducts Insulation & Support ----------- - -------------------------------------------------- ------------- • 35 en an: Exhaust above insulation ---- - -- - -- - -------- ----------------------------------- -- ondens e'(Drain& Overflow: Size & Grade --------- - -- ------------------------------------ ----- ---------- 3 u nce-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------- - -------------------------------------------- n -- --- ------------- Attic Access & Platform if Furnance in Attic -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date Card B,;1 .I Date Card B-1 Date FRA G Plans OK t h's ( ) except Sils. Proper Material & Anchors - - - - - Wa Studs-Nailirg Spacing & Bracing -Plates -Sound -- --------------------------------------------- ---------------- Bear ng Walls over Girders & Floor Nailing --- --- - - -- ------------------- _s --------------- ---------------------- _ Draft top in Walls (rat•proof) - Fire tops Furred Ceilings -Stairs -Chases -Tub -- - -------------------------- Headers & Beam -Size & Bearing & D.uplex) FRAMING (Continued) Mangers -Post Caps -Anchors -Connectors Cing.•'J&st-Rftr, ties-Purlin-root Brac-Truss-Shthng.-Ring. f�replace Ties or Type A Flue -Fireplace Throat clearance -� t c -Access; Size & Romex Protection -Draft Stop -Ins. Baffles t Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions `,_SDr6arage Fire Protection Framing --- Property Line Firewall & Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits -- 1rs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. plywood on Roof Overhang -Attic Vents -Rafter Outriggers _fib. Siding -Nailing Veneer_ ---- --.1 tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access i lazing Area -Glass Protection -Skylights -Plastic 58. 5bear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings nfiltration-Walls-Windows 'Daterr j Card B-1 Date _ Card B-1 Date -7''-i S Card B-1 Date Card B-1 j Date FINAL (Plans) OK except #'s 1. Ext. Steps -Door & Sidelight Protection -Landings ---- L,027 -Smoke Detector Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection ° -------- ---------------- droom Exiting ----V,/i ��F.I & Bath Fixtures & Tub Access -Spa ✓66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 62-Stairs --------------- a7Stairs & Rails ----------------------------------------- — ---68-.Fireplace or Stove: Clearances -Hearth Elec. Outlets at Wood Panel Int. & Ext. - - - ---------- 70 Kit Kit Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance F ec Owlets & Receptacles at Kit.'Counter __ --T-garage Fire Door Swing -Landing -Closer ----- • E✓ C. Duct in Garage -Damper , Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor-Mech. Protection Ib.. Elec. & Mech. E quip.Listed for Location - --------__7. E�lec.. Receptacles in Garage: (G.F.I.)-Romex Protection `�7�. Insul 1•ion-Foam-Looked in Attic ❑Yes rd Rails &Deck Construction -Post Caps ------- ---- ------------------------- -- 79. Fd�'. Vents &Crawl Hole Door -Drainage &Wood -Earth le------ Looked under Floor ❑Yes ollowing instld.: Drive'fI s d No - Walks ❑ Yes 4g -No: _ Planters 11 Yes � No Tc_co; Brown -Finish --------------------- ,- 1s rC. Unit: Disconnect_ Electrical, Plumbin ---------------- s Above Roof: Plbg.-Appliance-Fireplace.-Clearance to nings - - . aIe Well; Disconnect, Electrical, Plumbing --- - -------------------- --- terior ec. Trim: G.F.I. Receptacle -Underground i3 Ve ' at ion Throughout House d lass Prot coon - -- -- ---------- ----------- . Correc ' ns from Previous Inspections ------ --------------- ----------------------------------------------- _iS Ga est -Meters Tagged: Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date Card B-1 Date _ Card B-1 Date Cy r rd B-1 - -- Date Card B-1 Date Card B-1 Date - Card B-1 Comments at Final 1 r1 COUNTY OF BUTTE- DEPARTMENT OFfDEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754W l v�,1jMIT NO. APPLICATION AND PERMIT ff a U ASSESSOR PARCEL NUMBER 025-220-075 ZONING A5 BUILDING PERMIT OWNER JOHN & MICHELLE MONTGOMERY TELEPHONE SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADORES t24 STIMPSON RD GRIDLEY, 9_5.9. 5-c)�"�j �� /o R s� -'� �n� nn " C 3c� d 0 CONTRACTOR'S NAME MARK STEWART ��q T qtSbtSNE1075 CONTRACTOR'S MAILING ATSSBOX 1060 BIGGS, 95916 LIC#496738 Y Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ LENDER'S MAILING ADDRES NONE Fling Fee $ 20.00 Permit Fee $d,�j.-9e 72 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ O NOUR ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ 23.00 Penalty $ BUILDINGADDRESS 624 STIMPSOd RD PERMITFEE $--fie 8�0. GRIDLEY, 95916 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 5 7.00 35.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USE OF STRUCTURE SF QX Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 TYPE OF WORK New ❑ Addition IX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOMS, LIVING ROOM Cc BATHROOM COUfL( F_b *6£C IL NE k/ 'Roo 1= S1—t2VL G t LIRL Br= Mobile Home S G W @20.00 PERMITFEE $ 85.00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Ex(S rl AI G ►�l £ L [, ly G Main Service eoov OR Ess ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9(commencing ) with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. License ass Lic. No. OWNER -BUILDER DECLARATION 1 hereb affirm under penalty of perjury that I am exempt from the Contractors License Law f r the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. " I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ' ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) SO, 3.50 FT. NEW CONST, MULTI.OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL .50 Ex. Occup. FIXED APPS. OR p OUTLETS (RESID.) EA) ( W 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ 50-00 Contractor Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I one that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X / 11Ci _ Date Signature o Applicant - Winer ❑ o or ❑ Agent An OSHA permit is required for excavatio s over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.0 occ CONST. TYPE TOTAL FEE $ �'ivzv Tr HAZ. I D. FEES IMP FLOOD I CDF PARCEL I PO HD IS_S�JE 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. By T Date ?/& PERMITEXPIRESON (D.4) Receipt No. 180781 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i("!"i4�t`j.!`�,"r"�3��I�T"�'`y�'�1y((�'i1`4��tf3�+E'?5�1i4�jSr��'.r''�t`+">t�.e"'isUr%�'�i"��akrteiv�ia`�''.�'�,.,w,�"`"F"��.�,�di���'`,�i�i��k� J�'�i�:'��•�.,�`t'w'•:'.,,,,`;,�"F,...:.�,1,4 f r c ' COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, ChLIFORNIA 95965 - TELEPHONE (916) 538-7541 r PERMIT APPLICATION DATA SHEET F Jl OWNER 4 /lQ CA. P. - "©� Proposed Building Use dri 11 Buildi g Inspecto. Date 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 . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5.,Hazardous Material Form . ..................... I ......................... 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings_' ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9.1 Mobil home data and manufacturer's installatio instructions, 2 sets. ....... . ees of $ 2 0�:4.�• 11. Impact fees as shown ch le. .� she ot�l.. iSi ►^ �Cf .....��! D _ 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flogA) by Cal' Prnia Engineer. . . 4 Sanitation and plot plan approval t^ v i C�l+iealth Department. .......... . City of Chico plumbing permit . ........................................ 301. 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development,about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..'.. . Preanspedion request 20 Pre -inspection for required. .. to Building inspector (Date) 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 owner. Mail to contractor. _ Telephone - nd hold for pickup at L/ office. Deliver with inspector. Other Parcel Creation 7 .� Acreage Aoolicant Date f ,r I/ Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: issuance: (Circle new item not checked above). k1 A Contractor, designer, 4wne was advised of above required data by phone _ mail Counter by (7 Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by GtBt3ori i Date 3-16.5-S Plans approved by Date 3- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works O.B.-1 Attention Property Owner: An "owner -builder"- building permit has been- applied for in your name and bearing your _ signature. Please .complete and return this information at your earliest. opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. - 1.. I personally plan to provide the major la and materials for construction of the. proposed prop unprovement :YES[ NO[ ]. 2. I HAVE[ HAVE NOT[, ) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: S 'S 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: I;Il -2k I ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: %� . SOCIAL SECURITY NUMBER: DATE: 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. OVER Dear Property Owner: An application for a building permit has been submitted in y' our.name listing yourself as the builder of property improvements specified. - -For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they. are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business, Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincbrel , r, ' N icha4l C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by -Section 19830 of the California Health and Safety Code. OVER �- - r- - r . �-�i;s. ; 'r7✓'�' �tt"'Y.. L4."''''�( .moi;""'�""^',' 1 %i+ .�!C- ; O • �(C BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One Form Per Building) School District ` W. -S— Building Department No. A. P. Number © o/ r�'��� Jurisdiction; J City ;.. County Property Owner Property Locatic Subdivison Residential Development t'. X No. of Living p4l Units Lot No. Sq. Footag 16 MHI Addition (Group.R) Commercial/Industrial [_] New Addition Sq. Footage Roofed Areas) Building Depa 'e—nf Represen tive Date (Floor Plans, reviewed by School. District Personnel) a - 60j015 figtrict ldentificatioq No, w �i U IO School District certifies that _ 1 G ` (Applicant) 1 ! 1 - (Street Address) A (Phone Number) (City)(-- S aite) (Zip Code) C has complied with the requirements of Resolution No. by payment of $ representing[square feet. AB 2926 $ FULL MITIGATION $ Sch istrict Rger6l Date Paid by Check # 7Remarks:1-�a-- Bank Number Paid by Cash t If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) . feeformmkl (11/94)dmm COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVI ON 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 1 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-220-075 ZONING A5 BUILD G PERMIT OWNER JOHN & MICHELLE 11ONTGOMERY TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 524 STIMPSON RD GRIDLEY, 95965 CONTRACTOR'S NAME 11ARK STEWART TELEPHONE 868-1075 CONTRACTORS MAILING ADDRESS O BOX 1060 BIGGS, 95916 LIC. #496738 Fireplace CONSTRUCTION LENDER NONE UNIKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Ener Plan Checkin Fee Energy g '$ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS I&�X��Z 624 STIMPSON RD PERMITFEE $ GRIDLEY CA 95916 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISIONSNAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: ELETC. SERVICE Mobile Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service CoovoRLESs ( zooA OR LESS ) 23.00 23.00 Main Service ( 200A TO ,000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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 NEW CONST. DWELLING OCCUR OR AD NS. ( & ACC. BLDS. ) So, 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) zU @ 1. BAL Q .SoEx. Occup. oUTLE S PLNS..OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by .section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation tef one hundred dollars ($100) or less.) ll that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisions. X __ Date � /(� Signature of Applicant �wner O o ra r ❑ Age k ��� An OSHA permit is required for excavation over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 43.00 HA2. D. FEES IMP FLOOD 77CEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have B PERMITEXPIRESON applicable provisions Resolutions to do work been paid. AP45� n (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT itr frfr'Y {r1,t�4,i, r , *f.r:+{ +1'l� 1r,1G 1 1�7 SI r CJ 1 J ; �\ r0 t!I +,!•r �3 ,\v,^j � r , r° 4 w " , 5, 1;,, 3 r'S, t �: �`�•, R ,l .'.:'I ' tNst1LA•C1.�N t�RR.t, !� {N 61r j yj .._ I�t(:Attl r . t T� � � t��' 3���''}• � � y . � � � :� '� i •�1..1'•�'• ..... _r ...�._.. _.�...... I 41 - - i..Mf,Sii.I.3:ri..i 44:N,:�1ECiaJ iL. •: 1+111, d. �r.i• ,.. n{i14.1,>,.i..ir... 1._» .r. 3�4 J_+.. �... wi '7! `E, t••i :I I F 1 ��V"'r•%�.w»i • Y.►w.�.� � Tr .R.A ! .l .,wrs ..il 1 .L.36.. , , . '� � (i � 1 , _ __ _ _ _ ��: �~' ��'"• • .,.�. iriri•' NIIHIIPIt....s,:... ..w.�.. ; hP.5CR1.P7tt111 OE► lN8tA1.1.11TION jr1 -�. """ ..+_•�---�'.._..�-.-y ' `j WHIP HAtan1At. t1nANn "Allot c;Rtt.t11A . � ,. _ ;r'�`i<,{i• tfa'I..,........_.........L..._...I_r...._.�.. � � '. r . IIAtt9 nr ,It.ANKRt ' TPR bA'ttg11NAN11' NAM ,Cr.R'iAiltrapn __ . rlcgrfia(l�cll '-Tl�t �, �SnKMt1A14 tta�.l'g�•i►�PctR=vni.iiPj"a= '-_>....ib., s,; 'i � ; rn fiR t►t t.tr � �r�P�..�lt�b.4l.Q&�...-- _, .. bpANt NraACtna h Nl IIIRTAI.t.Nn wr t lb Jg.gtAtj,ktl Vt,44N�f NAACNMq�telKtiSi'ttIt1iMfiA�l► 1 i l......._..��. �I..N,.:C.U,..�R.S..: , :ts• ! •. 'j ; t+rt ,.r?� a�. r •gNAi.;pR§ifiT`I�NCKtU-�X�i� •' a p RxthgttlR IIAI t '�� � b ri r � �,� a �••`� � ,� i= HAtpaf Al.__E MAP."' Ill tt;K#Rr,$ il.Ilch�b)Wy`�'�� aAt;rRh !. W :�• '� ' {ae1 �yyr. Y+7,i.Pt ._.._ .�. ...3�ar.:.l.i• t �'.! 1 �%Sit. it.btlit rrl` 3•r tit a .�7�r A y{•. HAtf!R1A1�YA .--.i'.L.III+.RG1.AfiS, �1111AN11' NANM,3i'�i:'3 r 1 y�/ , 5 '•'; #�•R ' -�. t 7 r... ., i a L A.\��61St� i•+ It � � t ! 414 17q i ;rk t�rx' t ' :1 KN 5R S(Illrhtn_.__.a.:a.,,_.��,,�,ia��y`III�ItNA1r�RRgl.lt'PANCrhiq-VAl.ltt!) M { .':'N �.y,���4i��` j '��rrJ �.•'h.:i�+� tl; ; i..t.� o.l ...rr ., 1.. iJ.� ia.1:. �.«Sr �c r h r � � j!'E,. Leri "j � ���,� �Yy�(,y�({q� fit.Aa �t•(HIR •,st' ' 7Y�i;I+�¢ t y i ��,rr� � �' + !. . t , (: f k/�Y �r �.\rJ • .4:{�3' NAtratAt. ;:�;'�� qr„ +i4{t4��a#� �; •, �}' t! k ' MaANiiGNAAR It:KNl;fiUt�.ilc�lew�-•+..... atntn(Inr •..lr1, J- N�A,�iriA.bwK. j'tr.3aiL;p+�tr•'y� ;,.' . te1.A.t r Il Il ]f Y''�[ \, W A.S w.Li.Y C4ji •. a, r�.lJ +d Y rM Zr t 'tl .s s .t �i1•t. h.. t, R t 't 4 I :t { f.^r r 1 � {t�1'�T,pe anclgnAt t nN NAM, ,1,. ,' , ; + S, x R . - �4�1 k, r 7 f t,. rt , t , •I + l N���111AN11 � !'1' k r ,,� .r y, _a�r�t. .: ,'`}'• 1� j ` ,Q'Y `r,+ E 7111C1cNRS5�iic)irnf�-" NOil? r. ? ' �• r '� by � t I LT 41 + � '�; ii}• t �'{; i'Z' � ''i�t+t; r. •' r.�.L '_...x.1:1.... �1-,L•.. Y..s .�._.i.r. _+..r' ' �'� Y.i;4!; NXI>ARAtto I '' .•{ fM �.�3�T.;ri"t ��,t ,?.{ r, :,-' ,. .t .> a! .iia iq r • i.o-r l S'+' • ` L :r+ r.,r .t r - '' r r ' 1�� a '! .°}.t yr t� ,'. I �;1, �! r i t h�rrh� r. r.r.l! ty lhnl !ha nboo lobidlit too uto" Lnalnl lyd iH' tlla 111111dlllg `n1. L611 ` "' c: I nhnve Inrnl.laM in rnMte}N111H�p (Or'11• �'`'.��':� '1t�lH�t11rA' �tilrt ilt gat.lAing Ml,�rg� l;tnnllArAli �M'' rc��ldpnl�al. buUdln�n cbHtM1H!lIt33t,,ln:f'C!!L�`2A i�E. .f 4y /� 4.,. ` ; f 3 j,1 �E,S Apti`r i`4 � 7F{,r .�. .+ ��11 iCM�f�I{�(•M�M A� � I.��t: V 4ii�� � tr '1 E- :S ,r t I<S� � s ,J/ � t fr <Yjtu r{' , ' tpp 1 r'.,1 �{y.�' {. 1�h' 1}) M (lt � •.r� � t., ; � �;7 � pnrrAl•• . I ., [ t G �}r� 3 d y!s ft h �_,. r r{r rrtt���4,j f}': 1'r ''�•• �'lt�r'�ll��Aw ' ,;•{J SII , j 7t '`' .e i.reCttlttiiuKalt• �'{yl ��s,p'� ��J t.�y..j t,"` { r') i� MMR'�'irL�"�'�'�'�,..i�,.�ir:�.::.l"'ir�'� ! `,i� a (t �I WN. r y.. i+ A 1 1 nl.f� �C t< 'Str r.YY1' ytMh•� ti t�t� \a� r" t ,A ��t�. $11 sr 2t.� 'eery LSi+t ', j ,s, (z vx.t�.>(•r+r oi'1 '►,� ,a ,t t �' 1,, r C u ` 7 r J „fit{, . fit°{rr 1, 5 g �sii .w i RI.�;y..,,mr •t �i r YSk �C, ���1�{e!ri'. 1, r10 .J[ 1` 4Y ;5r{r' �. -tfi y tf < : I. A p` t �, `4 � T.:>s419'F �t,t .�._ au F ..p, �l •,, ' j + '11 .irUr ':� a ; �i17%-c.vnI a(:w:dr�innut'e�on,in�i�t%r S }-f't:. 'I. •i �1r,11-. �Sa>Y rit � - >/�C��{�1��'C•hA� ` F a =1�t..', � r rg A� �Li �ltY j7 C� , r # �,y�` ��,(r'+T��3 1 .; •rt'• , '{rt'`� i !,: �,.. 7 5 ' � �� � `4 � t ;` s r4:r i= t t 5' � �r1 �' "rllV 31llttt!tt$ 1 t t ',C• i ,'{� �Y( , I r �� � �=i � } r GSN,, t- _. l+k+°r 'd• w �,�i . ,� t ., .. 7{ E. d� �t .i. 1 t't .• ` •l r t _ j • e I � . c 7 •, t � A'}: 3 r r 1 , ,� • �',l;V 1 't �. \ i. !-✓•� � � �> ' i t '. '} tr +� t'', .;..r i,r •w i,A� _.�tt• ''t 31 `'C:n 1 T •y' , '�' ,1 I t:, i rx t "i1 ♦ �.+`'d ( , '; , •F' ''! 4�1 1 . - r�� �'1ri fit• d yyy\t 1 j LE I 1 t nt. + �r�f t - �'ri ? {.P r ( [ {` • rl 'r S 1 r ''! Pr COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chrcu,-CA - (91'6) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE T74 jEf 6 16\AINER —"F PEgMft NO. A routine inspection indicates 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 is completed. If you have any questions pertaining to this matter, or need additional explanation, pleasepontact this -office immediately. no Date /75—inspector 0- r. ;REV 10/92 t � r ICOUNTY 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 1 t- CORRECTION NOTICE OW ER PERMIT NO. A routine inspection indicates 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 is completed. If you have any questions pertaining to this matter, or need additional: explanation, please ontact this office immediately. 5; S J2 . 'Piow/. 1541- Wri J.v r + ? rr ti /o P�--ung 0& Td LJA t L -A-2-4 `X-1 0 w t Date -9 Inspe ri , ittt REV 10/92 TO: Building Department FROM: Environmental 'Health SUBJECT: Sanitation Clearance 'T -,j / V,\ f - e �& dI `2 lT Owner V Location E.H. USE ONLY Plot PLn Attached Floor Plan Attschad Seat to B.D. �S- ,-7 o7o-d%S AP# � Plan Approved to : Sewage Disposal Water Supply: Public Private Well Clearance for bedroom home. Other Hold final for: f. --►n -q L C- /,z -e,- r � C--%-� s -A Final clearance O.K. for: ' v NOTE: Environmental Health Specialist Date R/91) I Af u c��, � 1-_o P �07�O � ��s a 3l a � �o�oo Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for produc- tive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: PROPERTY OWNERS: State of California ) County of - ) On before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that'by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: A.P. # V 0 tf*- ®aS--a zo - 0?� I P' �f Poos lz-- S FpT; C- r'`' APPROVED Butte County Environmental Health Dat ----------- Signature M 0 3 0 n 0 z c n i I /,]-c N m B flab 1. `f,4c�-i C OD w A m f111L .• 00. REPORT TIME Das,. ZZo -Q 75' INCIDENT NUMBER EVENT NUMBER LOCAL FIRE NUMBER STATE FIRE NUMBER CASE NUMBER LOCATION j1624 STIMPSON RD RP MONTGOMERY PHONE NUMBER 8196 8792 LOGGED BY 10699a�+� Mai cin RO BI -i aQrrac/.s- MEDICS PRA YS REPORT METHO ffgE% WILDLAND FIRES ❑ ESTIMATED ACRES r—O FIRE INFORMATION STRUCTURE FIRE JOTHER (OUTBUILDINGS EC FIRE INFO SENT HOW EMAIL BY i JK OTHER FIRE 7 -DAY LOGGED © INITIALS JK MEDICAL AIDS INCIDENT NAME � STIMPSON Page 2 of 2 ECC ❑ WIT EME . TO -- ---- — -- - - --- PSNOTHER START DATE 7 /20/2006' START TIME 9:30 HAZ MAT DIAMOND # 5.0 -- Billable Incident ❑ CAUSE ! MISC COMMENTS LAND USE DOMESTIC EMD ❑ OES ❑ Interesting Event ❑d ACRES 0 TYPE OF ACRES DIAMOND 6 ONLY $ DAMAGE TYPE ALL OTHER DOLLAR DAMAGE i 1000.00 SAVE Ir 10000.00 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES! 0 # CIVILIAN FATALITIES00 # FF INJURIES ;=�0 # FF FATALITIES 'I 0 -FC-4O INFORMATION ♦ New Incident FC•40 ❑ DATE OF FC -40 INC AGENCY INC # INC P# FC -40 COMP DATE j FC -40 COMP BY �— County Notifications ❑ EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ 8/1/2006 August 26, 2002 STRUCTURAL CALCULATIONS FOR 40' WIDE X 75' LONG X 13'-100' EAVE HEIGHT METAL BUILDING FOUNDATION OWNER: John Montgomery - E ticket Cell _?co-zom 524 Stimpson Rd i Oroville,CA PROJECT LOCATION: same as above CONTRACTOR: same as owner - Steel building seller Elite Steel'Building Systems STRUCTURAL CALCULATIONS BY: JOB #E02-078 11 ROBERT W.ESTRADA R.C.E. #C040661 3P�0p,- inau . . BUTTE COUNTY BUILDING DEPARTMENT APPROVED !mow NO.OF CALCULATION PAGES 10 14 ►a 40 1 5� aYr�e,�a r i' t z,15b °I '"='-'� � -$�+�---....._..----�'�ouw►�-- . ►�. - Via_ �io). /!_o _ _ _:.! Z�� .. --- -- A 24, o00 ,y5'QZ 1 i 1 1! (9S ��(OA4. wem.tiJ� _rvr.. ee� u�c.� }T ` Z,7 5� aYr�e,�a r i' t z,15b °I '"='-'� � -$�+�---....._..----�'�ouw►�-- . ►�. - Via_ �io). /!_o _ _ _:.! Z�� .. --- -- A 24, o00 ,y5'QZ 1 i 1 bio Y M A,o 5 fit.- 2,1k1,y 4-05� JPt.� Itstx—--------- - -- ---- .- .. -- -- Go Lu Ntr� ' —QTS 7 4`�___...------------------- L �1 1 ►t L► �n� -� = mos I W�A,o t.lD Ll FT - • � FoYrrns • S . _ Aw --- L �1 1 ►t L► �n� -� = mos I W�A,o t.lD Ll FT - • � S,S ,kwj" vvvytj - — 64�M, v�e *0 N xvp Acs 6r, ( - 16 31:5 X 1, S-Cra 1 1�7 gra S�McS5 43svo * - ill p". 4 - Am .71c, Otj AtL. 60vt N i j 1 �05t1i -------------- '' - �/'>✓ `�T �N5-}h � . P.S. � a�9 i! -b �;r �, 4460,0�'. 23, s14� � w�fl.. _. Gaa1„uMPS. T�TJ�i10,�V 1:(p WaftST lf4z to .. ... � • ..:.:.. (� coy, �M�J Z P�� j4AP 75Rb 6,3- P� .�:s 37�9-8o Z P z AlNof5`5i C Estrada Engineering and Design Title: Job # 1/10 728 A Plumas Street Dsgnr. Date: 8:41 AM, 26 AUG 02 Yuba City, Ca 95991 Description Ph. (530) 674-1681 i Scope: Fax (530)671-5257 Rev. 510002 User: Y,W.060429, Ver 5.1.2, 13 -Jun -1999, W102 SgLfare Footing Design Page 1 (c) 1983.99 ENERCALC 4':iRLilClc1503a`'nis�P1bEi3iw�7aA60Lv.4"dGb'F9iuEs1U:"9,'S}1:e9C1AmaC�mdma611B'lYJ"1nPI9fIt412roaor�yggQ.aR�nxn.ane,m"mw�em„a.mrn,y;;, c_,vAtiR;iTotT41QR5Wfr16tP:AC6'7�v14tYl4Y�e.0!%u.'1'�GFS9£5T&SaJt� Description typical rigid frame footings on lines 2 and 3 General information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 8.300 k Footing Dimension 3.500 ft Live Load 0.000 k Thickness 12.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 3 Bar Size 5 Overburden Weight 0.000 psf Rebar Cower 3.000 Concrete Weight ) 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine . Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 6.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 8.688 in As to USE per foot of Width 0.146 1n2 200/Fy 0.0050 Total As Req'd 0.511 in2 As Req'd by Analysis; 0.0005 in2 Min AJlow % Reint 0.0014 Min. Reinf % to Req'd 0.0014% irnrr►dry 3.50ft square x 12.Oin thick with 2- #5 bars Max. Static Sal Pressure 822:55 psf Allow Static Sal Pressure 1,000.00 psf Max Short Term Soil Pressure 822.55 psf Allow Short Tenn Soil Pressure 1,000.00 psf Mu :Actual 1.30 k -ft Mn' Phi: Capacity 4.52 k -ft Vu: Actual One -Way Vn'Phi : Allow One -Way Vu: Actual Two -Way Vn'Phi : Allow Two -Way Alternate Rebar Selections... 3 # 4's 2 # 5's 1 #Ts 1 #8's Footing OK 8.57 psi 76.03 psi 24.26 psi 152.05 psi 2 #&s 1 # 9's 1 # 10's Estrada Engineering and Design Title: 728 A Plumas Street Dsgnr: Yuba City, Ca 95991 Description l Ph. (530)674-1681 Scope: Fax (530)671-5257 Rev. 510002rry User: KW -060429. Ver b..1.2,.13•Jun-1999• Win32 Square Footing Design (c) 1983.99 ENERCALC r�eairoo�:;�ur�anviriswrs:�r�,tc�ruroc.;iciNtat�tmm��arwamtv�2t�e::m�'•�twem;na'ht<:� a�[wase&rstviu�.iansr.�utrars�cuutanv7m�exsaxvsnnrai�aax Description interior endwall footing on line 1 General Information Job # Data: 8:43AM, 26 AUG 02 1/ 0 Page 1 I Calculations are designed to ACI 318-95 and 1997 UBC Requirements Lire Load 0.000 k Thickness 12.00 in Short Term Load 0.000 k # of Bars 2 Seismic Zone 3 Bar Size 5 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine 1,000.00 psf Fy 40,000.0 psi Load Duration Factor 1.000 Aftemate Rebar Selections... Column Dimension 6.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing 4.52 k -ft 1 # Ts 1 # 8's Rebar Requirement Actual Rebar "d" depth used 8.688 in As to USE per foot of Width 0.146 in2 200/Fy 0.0050 Total As Req'd 0.511 in2 As Req'd by Analysis 0.0004 in2 Min Alkwv % Reinf 0.0014 Min. Reinf % to Req'd . : 0.0014% Footing OK 6.53 psi 76.03 psi 18.48 psi 152.05 psi 2 #&s 1 # 9S 1 # 10's "! �tx.. ;Snppa�C,T,n$r,P�r9?fiILl1 '�R'Gl 3.50ft square x 12.Oin thick with 2-45 bars Max Static Soil Pressure 626.63 psf Vu: Actual One -Way Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way Max Short Term Soil Pressure 626.63 psf Vu: Actual Two -Way Allow Short Term Soil Pressure 1,000.00 psf Vn•Phi : Allow Two -Way Aftemate Rebar Selections... Mu :Actual 0.99 k -ft 3 # 4's 2 # 5's Mn ' Phi: Capacity 4.52 k -ft 1 # Ts 1 # 8's Footing OK 6.53 psi 76.03 psi 18.48 psi 152.05 psi 2 #&s 1 # 9S 1 # 10's 0 Estrada Engineering and Design Title 728 A Plumas Street Dsgnr Yuba City, Ca 95991 Description Ph. (530)674-1681 Scope: Fax (630)671-5267 Rev, 510002 User: KW060429. Ver 5.1.2, 13Jun-1999, WWI Square) noting Design (c) 1963.99 ENERCALC —03rtd1A7Y SSeftid�9'J.ltP;3,(9iffi:" sR��<15t:2CCtaD8c70s�sf17GCFF�55Y92558�iffi1YcJB-.�0.4t1SL3@]e'Z�7.rcuvr+x.�mnmavar�ffiVIL'��'.�'Ev�19TIIP'SS9iG,37e7}kY54�i;°: "LS5651+.�i7�1LR4�i;�9t�BA5 Description interior endwall footings at corner of line 1 and all footings on line 4 General information Job # Date: 8:45AM, 26 AUG 02 Page 1 Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 5.150 k Footing Dimension 2.500 ft Live Load 0.000 k Thickness 12.00 in Short Terre Load 0.000 k # of Bars 2 Seismic Zone 3 Bar Size 5 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight 145.00 pcf fc 2,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 Column Dimension 6.00 in Allowable Sal Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 8.688 in As to USE per foot of Width 0.146 in2 2001Fy 0.0050 ' Total As Req'd 0.365 in2 As Req'd by Analysis 0.0003 in2 Min Allow % Relnf 0.0014 Min. Reinf % to Req'd 0.0014% V Summary - Footing OK 2.50ft square x 12.Oin thick. with 2- #5 bars Max Static Soil Pressure 969.00 psf Vu: Actual One -Way 3.59 psi Allow Static Sal Pressure 1,000.00 psf Vn'Phi : Allow One -Way 76.03 psi Max Short Terre Soil Pressure 969.00 psf Vu: Actual Two -Way 12.63 psi Allow Short Term Soil Pressure 1,000.00 psf Vn'Phi : Allow Two -Way 152.05 psi Alternate Rebar Selections... Mu :Actual I 0:68 k=ft 2 # 4's 2 # 5's 1 # 6's Mn' Phi: Capacity 6:28 k -ft 1 # Ts 1 # 8's 1 # 9s 1 # 10's i in vx Wn 1 I: Pl s 0.01 o.0e . I j� ' naoN m mo oI Im 0.01 '3SIMU7NIo 0110. alO'U" 55]1.0 SNOU40I11o011 Otl010I 3O010N1 O1 070HIINI ION M ONY VI V "' F"IMI ONI 1Y0101 O01 SOV01 1071AU 7.11 7nrde SOU OL ON4NOdSS1tlM00 SMOII0YIN 'sNowoov Otl0111/ 01VOO-000Y O1 03NOISIO LON leY (r 1.11 3.oA11YMON1 1NOIY 0. 0 7411 0NYY41wr l I/Ol lY so o. N/ ONI It. rim aft 0 vi N �. 9K C I6m U J W Oi1.1w 3t; 0 x Owl 00, 6888 G REACTION SCHEMATICS & BASEPLATE DETAILS t 7 t .. I ' DUTs1BE REACTION TABLE Yt s 'UIrStOCBUTSIVE 6 SLAB — _ _ I t SAB OESC tvO B C D _ — U aAB I I 0. C L - 5! . D Rt//ROCE P- N C D ♦ C c/1— D - al t2 - 2 LB I � B D FRAME UNES'02-04 ",o 1T 12 1 ]/.M262 1 262 1 .. 5 BP02-A BP05-A BP07-A (3 8? PLATE) (3/8.. PLATE) (3/8" PLATE) MSIDE .' WV(WUM ENOWAll REAC110N TABLE (O'f.L. t.) YNtWUY EHDWALL .RElil10N TABLE (B Fd. /_1 m COMPRESSION 1.0 K UE DSQIDE SLAB MAK. COMPRESSION - 5.9 K e SLABMAX, UPUFT - -1.0 K j 3 11AX. UPL6t = -6.7 K t0 I MAIL SHEAR m -2.6 K MAX. SHEAR - -2.0 K E/L. v/0 M1 lo ff� ._ � BP08-A �zs1 javK 'taDK ' BP03-A '(1/4' PLATE) k" I (5/16" PLATE) ADX BRaCi NG MREA�CTId X -BRACING Rw ACTIONS Et BASED IVW ORE BRACED BAT BASED IiIM OC BRACED MT eLBCAF eOw F 56 6 t It 1t ]/rAB I 2 2 ]/rAe 1 2 2 3/,. 1 m 1 m o I m- nrtslDE Ott SIDCI ' OUTSIDE !f SLAB SI� SLAB LAB t'J s BP04-A BP96-A BP01 -A (3/8 PTL (378—PLATE) (3/8 PLATE) ATE) 32K 22K 32Y ♦}2,Tc t27K X -BRACING REACTICI (1iT11RCCTf0M�11pD�R� BASED W Oa BRACED MT e Fii 1 t — � IDA vaovu IXI ER rtBtAt — 1 1 rm vRurwr 0.9c +a.K Ia.Y X -BRACING REAC�.pA E> BASED BASEB IPOs OC BRACED MT eri.t JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA AMERICAN BUkuNGS CaeANY ELITE STEEL BLDG. SYS. DRAANINc, . uuuRrR. St t5370t AB -2 E QPpFESSit w G Fyc+ No.51269 Z W Ems(. 0&30115 � CIVIL ��OFCAI- N JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA AMERICAN BUkuNGS CaeANY ELITE STEEL BLDG. SYS. DRAANINc, . uuuRrR. St t5370t AB -2 E y`p 6 � o p M =i_ �o eOgRnnq�aRRRRR��jR�R 939939994495 n6abb atat 1 0 0 6 a� R `dd e�_--� :� n� .9, 9 � dy, yy W6 D \\\ d b u b R 1 5 g000a�ogo y t2 W R R Q 4 r b O S i Wr " yp❑iy� jR rpF rW -�N - ggaaq 599 =�oZI °inoW bg �_bbbY4y 4G �j� ZI 9R= 8 969 C61 4= i i■ F G n S lit yp tip g wig i I I �� ����F.; } yI Ips 9.�Ah������ fill 11011 la I lit 3 .iA: A d tl p tq GENERAL FOUNDATION NOTES AND CONCRETE DETAILS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES. TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES. OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL. OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE. LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE ±1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A ±1/8 INCH TOLERANCE. B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS). OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO AB.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AMSC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE. EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PIAN. BASE ANGLE FASTENER NOT BY A.B.C.) BASE ANGLE MINIMUM 1/4" 0 CONCRETE ANCHOR BOLT 5'-0" O.C. MAXIMUM SPACING OR EQUAL BY OTHERS) BASE ANGLE DETAIL 1/2" 0 ANCHOR BOLTS X 6 - (SEE NOTES #13 & 014) "E" --r 1 3/B'I_I NOMINAL DOOR WIDTH _L_11 3/6' TYPICAL OVERHEAD DOOR LAYOUT BASIC MATERIAL SPECIFICATIONS FINISH FLOOR l T I� li ii II 1/Y 0 ANCHOR BOLTS (SEE NOTES #13 & #14) SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STEEL STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION ASTM A36. ASTM A572. OR ASTM A992 - GRADE 50. STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 55 WITH A MINIMUM YIELD OF 55 KSI, OR ASTM A1011 GRADE 55 . OR ASTM A529 GRADE 55 . STEEL FOR ALL ENDWALL "C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A1011, GRADE 55 STEEL FOR TUBE SECTIONS SHALL CONFORM TO ASTM A500 -GRADE B. STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53 -GRADE B OR ASTM A500 -GRADE B. qFCONDARY FRAMING STEEL STEEL USED TO FORM PURLINS, GIRTS. EAVE STRUTS AND 'C* SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A1011, GRADE 55 . STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A653 GRADE 50 WITH A MINIMUM YIELD OF 55 KSI, TYPE A OR CLASS 3, G90 COATING DESIGNATION AS DESCRIBED IN ASTM A525. ROOF AND WAIL PANEL MATERIAL �+ EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL. COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS OF ASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 80 KSI. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A653 GRADE D. MINIMUM YIELD STRESS SHALL BE 50 KSI. , PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL COATING DESIGNATION AZ 50, CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 80. MINIMUM YIELD STRESS SHALL BE 80 KSI. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 50, CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 50. MINIMUM YIELD STRESS SHALL BE 50 KSI. BRACE MATERIALS: BRACE CABLES: ASTM -A475, 7 -STRAND EHS WIRE CABLE BC4 - 1/4" DIA BC5 = 5/16" DIA BC6 = 3/6' DIA BC8 = 1/2' DIA REVISIONS MADE I CK'D I DATE IENGRI DATE I NO.1 REVISIONS CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: 1. METAL BUILDING DEAD LOAD (D) 1. D + C + L 2. 1.0 psf COLLATERAL LOAD (C) 2. D + W 3. 20.0 psf ROOF LIVE LOAD (L) 3. D + C + E/1.4 4. 20R psf FRAME LIVE LOAD (L) CAD BY: JOHN PAUL 5. 0.0 PSF GROUND SNOW (PG) NEW BUILDING IS DESIGNED AS AN ENCLOSED BUILDING S. 80.0 mph WIND VELOCITY (W) ABC HAS PROVIDED A CAPACITY OF 1.0 PSF UNIFORM WIND EXPOSURE CATEGORY C COLLATERAL LOAD. NO SPECIAL PROVISIONS HAVE BEEN MADE WIND IMPORTANCE FACTOR = 1.00 FOR CONCENTRATED POINT LOADS ON FRAME RAFTER OR 7. SEISMIC LOAD DATA (E) PURLINS. SEISMIC ZONE = 3 LOC -6.2 SEISMIC IMPORTANCE FACTOR - 1.00 SPM -1.0 SOIL PROFILE TYPE - Sd IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD BID -2.0 (E.O.R.) TO ENSURE THAT ALL STRUCTURAL SYSTEMS AND LOC -6.3 COMPONENTS NOT BY ABC INTERACT COMPATIBLY WITH ABC SPW-1.0 STRUCTURAL SYSTEMS AND COMPONENTS. SEE CALCULATION ABC HAS PROVIDED NEW STRUCTURE(S) ACCORDING TO PACKAGE FOR DEFLECTIONS AND SPECIFICATIONS OF ABC THE ABC PURCHASE ORDER AND COMPANY STANDARDS. MATERIALS AND COMPONENTS. ABC IS NOT RESPONSIBLE FOR VERIGYING THAT ABC'S DESIGN AND DETAILING IS COMPATIBLE WITH MATERIALS BY OTHERS. NOTES : ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED WELDER USING E70XX ELECTRODES. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE. 1997 Uniform Building Code THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS , MECHANICAL ' EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY 'GENERAL ERECTION GUIDE" THE MBMA MANUAL, LATEST EDITION AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. PRODUCT APPROVALS AND CERTIFICATIONS: 1. STANDARD BUILDING CODE - SBCCI #94100, 12 BASIC STYLES. 2. UNIFORM BUILDING CODE (ICBG) - # FA -285 -CARSON CITY, NEVADA PLANT. 3. INDIANA - 31 MASTER PLAN FILE NUMBERS (PLEASE CONTACT YOUR CUSTOMER SERVICE COORDINATOR FOR MORE INFORMATION). 4. WISCONSIN-# 960032-M, 13 BASIC SAES. S. CITY OF CLEVELAND, OHIO DOCKETS S-52-82. 6. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO, CARSON CITY & LACROSSE. 7. AMSC QUALITY CERTIFICATION, CATEGORY MB. B. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. 9. PLANT CERTIFICATION AT CARSON CIN FOR OGDEN. UTAH. 10. CIN OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CIN PLANT. 11. CIN OF HOUSTON, TEXAS FABRICATOR APPROVAL #478. 12. STANDING'cEAM II / STANDING SEAM 360 WIND UPUFT-CLASS 90 (UL 90) CONSTRUCTION NO.S 93, 210A & 389 AS'USTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 13. LOC SEAM / LOC SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 2384 2388, 238C, 331, 332. 336, 451, 487 & 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 14. LONG SPAN / LONG SPAN III PANEL WIND UPUFT-CLASS 90 (UL 90) CONSTRUCTION NO.S 71, 161 & 167 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 15. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. 16. 24 GA STANDING SEAM 360 HAS MEF FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-60, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 17. 26 GA LONGSPAN HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 18. 24 GA LONGSPAN HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 19. 22 GA. LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180. 20. 24 GA LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 21. 24 GA. LOC -SEAM MODIFIED WITH 3M-VHB TAPE #4950 MEETS CORPS Or ENGINEERS GUIDE SPECIFICATION 07416. 22. DADE COUNTY FLORIDA ACCEPTANCE NO. 99.0609.04 - 24 GA STRUCTURAL STEEL 1 3/16' X 36- ARCHITECTURAL 6'ARCHITECTURAL II WALL PANEL. 23. DADE COUNTY FLORIDA ACCEPTANCE NO. 99.0609.03 - 24 GA STRUCTURAL STEEL 1 3/15' X 36' LONGSPAN WALL PANEL 24. DADE COUNTY FLORIDA ACCEPTANCE NO. 99.0609.02 - 24 GA STRUCTURAL STEEL 1 3/1V X 36' LONGSPAN ROOF PANEL 25. DADE COUNTY FLORIDA ACCEPTANCE NO. 00.0929.07 - 24 GA. STRUCTURAL STEEL 3" X 24" STANDING SEAM 360 MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL. SCALE' NONE STATUS 06/06/02 0 ABC -2 [ ] FOR CONSTRUCTION DRAWN BY: MENDY [ ] FOR APPROVAL CHECKED BY: 4i [X] FOR PERMIT ONLY E-01 [ ] FOR PRELIMINARY DESIGN APPO BY: CAD BY: JOHN PAUL 06/04/02 13:44:47 DATE ii/O6/0: 7_77-0 L-! E ;r. 16.1 SHEET I DATE NUMBER REV. NO. II SHEET NUMBER ABC -1 06/06/02 0 ABC -2 06/06/02 0 AB -1 06/06/02 0 AB -2 06/06/02 0 E-01 06/06/02 0 E-02 06/06/02 0 E-03 06/06/02 0 E-04 06/06/02 0 E-05 06/06/02 0 DATE REV. NO. ASW -1.0 1 1 DWF-3.0 N LOC -5.0 LSR-7.0 I I SF5-4.0 SSC -2.1 I I VF5-4.0 ASW -2.0 I OWF-4.0 LOC -6.0 LSR-8.0 I SFL-1.0 SSG -2.2 WAD -1.0 ASW -3.0 I DWR-1.0 X LOC -6.1 I LSR-9.0 I SFL-2.0 SSG -2.3 WAD -2.0 BID -1.0 X ECD -1.0 LOC -6.2 LSR-10.0 SPM -1.0 SSC -2.4 WAD -3.0 BID -2.0 ECO -2.0 LOC -6.3 LSR-11.0 SPW-1.0 SSG -2.5 WAD -4.0 BJD-1.0 EOH-1.0 LOC -6.4 LSW-1.0 SPW-2.0 SSG -3.0 WAD -5.0 BJD-2.0 GTD-1.0 LOC -6T.0 LSW-2.0 SPW-3.0 SSG -4.0 WAK-1.0 BJD-3.0 GTD-2.0 LOC -7.0 LSW-3.0 SPW-4.0 SSG -5.0 WAL-1.0 BPD -1.0 LBD-1.0 LOC -0.0 MDW-1.0 SRO -1.0 SSC -6T,0 WAL-2.0 BPD -2.0 LBD-2.0 LOC -9.0 MDW-2.0 SRO=2.0 SSG -7.0 WAO-1.0 CND -1.0 LFD-1.0 LOC -10.0 MSW -1.0 SS2-1.0 SSG -7.1 WAO-2.0 CSD -1.0 LFD-2.0 LOC -10.1 PFD -1.0 SS2-2.0 SSC -8.0 WAO-3.0 DEF -1.0 LFD-3.0 LOC -11.0 RFO-1.0 SS2-2T.0 SSC -9.0 WAW -1.0 DLT -1.0 LFO-4.0 LOC -12.0 SOB -1.0 SS2-3.0 SSC -10.0 WAW -2.0 DMF -1.0 LFD-5.0 LOC -13.0 SED -1.0 SS2-4.0 SSG -11.0 WAW -3.0 DND-1.0 L02-1.0 LSR-1.0 SF4-1.0 SS3-1.0 VF4-1.0 WAW -4.0 DRB -1.0 L03-1.0 LSR-2.0 SF4-2.0 SS3-2.0 VF4-2.0 WAW -5.0 DRB -2.0 LOC -1.0 LSR-2.1 SF4-3.0 SS3-2T.0 VF4-3.0 WAW -6.0 DRF -1.0 LOC -2.0 LSR-3.0 SF4-4.0 SS3-3.0 VF4-4.0 DRF -2.0 LOC -3.0 LSR-4.0 SF5-1.0 SS3-4.0 VF5-1.0 DWF-1.0 LOC -4.0 LSR-5.0 SF5-2.0 SSG -1.0 VF5-2.0 DWF-2.0 LOC -4T.0 LSR-6.0 SF5-3.0 SSG -1.1 VFS-3.0 THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGH OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION EXCLUDES THE ERECTION OF THE QDFESSIO,� STRUCTURE. w JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS CALIFORNIA DRAWING. REV.NO. NUMBER 51153701 ABC -1 0 D ti m o000 $ A m L 0 D O 2 ;_ CAy Nm r o n v vt o C1 rn vm m o N � O .. u i Z > O z m < o 0 m 0 0 f� N m 0 0 rjato0 m< z <N m m K o m. o z r O0 r- > K p mm � p � N � mZ D 0 O p m 0 z Z N 0 0 2 n N 1 D ti m o000 $ A m L 0 D O 2 ;_ CAy Nm r o n v vt o C1 rn vm m o N � O .. u i Z > O z m < o 0 m 0 0 f� N m 0 0 rjato0 m< z <N m m K o m. o z r O0 r- > K p mm � p � N � mZ D 0 O p m 0 z Z m 0 2 n P -A 8' vv O A EPOS-A - m 38.0 O m� W BP05-A :9-;,<_ r �e � DN W so �^ v o q * • mo 'o D z r v p 10!-Z N 00 00 O Z D z C « H O Q r C A 3D mf 0 0 O p m Fo" tri 00 - ------- --------- rn` m 0 REGISTER P -A 8' Z 38'0 wm EPOS-A - 38.0 O R c BP05-A :9-;,<_ r �e N y DN W m v �^ v o q * D z r BPO6-A 10!-Z -n O 00 00 Z D 1'0 1'0 THE FRAMEINGS AT LEFT ENDWALL(FRAME LINE 1) AND RIGHT ENDWALL(FRAME LINE 4) ARE NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. u l u w l I N I I a a 0 0 Fo" tri 00 - ------- --------- (BRACED 00 BAY) ------- ------ - P -A 8' 38'0 - BP04-A ------------------------------- EPOS-A - 38.0 SP04-A ------------------------------------- BP05-A m W m v �^ v g 8 38'0 BPO6-A BP07- 00 00 13'4 1 i m 1'0 1'0 1'0 1'7 1 OUTSIDE OF - SLAB m I M M 00 N 3/4'AB 12 12 1 5 BP02-A (3/8" PLATE) OUTSIDE OF SLAB 10 N N r to N Z' 3 3 1 4 � 42 n BP03-A (5/16" PLATE) 5 1 11 11 3/4 -AB N fn M n I 03 JTSIDE SLAB F --I BP01 -A (3/8" PLATE) OUTSIDE OF SLAB � I 0 a M 3/a AB tL2L2L 1 6 BP05-A (3/8" PLATE) BP04-A (3/8 PLATE) REACTION SCHEMATICS & BASEPLATE DETAILS 4 OUTSIDE - OF SLAB o I 0 n 3/4 -AB 2 2�'l 6 BP07-A (3/8" PLATE) OUTSIDE S OF BP08-A (1/4" PLATE) 6 1 2 2 3/4 -AB M I < I a 0 m OUT I SL 4 BP06-A (3/8" PLATE) A C B D REACTION TABLE (kips) LOAD DESC WIND A 1 B C I D D + C +L L ->R 2.7 8.3 -2.7 8.3 D + W7-> L-> -5.4 -7.0 -1.1 -3.7 D + W2-> L-> -5.4 -0.4 -4.6 0.4 D + W7//RIDGE R ->L 0.3 -4.5 -0.3 -4.5 D + C + E/1.4-> L ->R 0.2 1.8 -1.2 2.8 FRAME LINES 02-04 MAXIMUM ENDWALL REACTION TABLE (® F.L. 1.) ------------------------------ MAX. COMPRESSION = 5.9 K MAX. UPLIFT = -6.7 K MAX. SHEAR = -2.6 K MAXIMUM ENDWALL REACTION TABLE (® F.L. 4.) ------------------ ----------- MAX. COMPRESSION = 1.0 K MAX. UPLIFT = -1.0 K MAX. SHEAR = -2.0 K WIND E/1.4 W/O 0. 4.OK f � 1.6K X +2.3K f 2.3K +0.9K 1.6K f 0.9K X -BRACING REACTI❑NS X -BRACING REACTI❑NS (WIND DIRECTION MAY H OPPOS E) (SEISMIC N MAY E) BASED UPON ONE BRACED BAY BASED UPON ONE BRACED BAY BLINE A,F BLINE A,F WIND E/1.4 W/O no 3.2K X 0.5K +2.7K3.2K f 2.7K j0.4K O.SK f 0.4K X -BRACING REACTI❑NS X -BRACING REACTIONS (WIND N MAY BE OPPOSLIL) (SEISMIC DIRECTION MAY BE OPPOSITE) BASED UPON ONE BRACED BAY BASED UPON ONE BRACED BAY 2 F.L. I 2 F.L. I . SOF CA1-�Q NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE' JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. MODESTO CALIFORNIA elpCHECKED AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION I FOR APPROVAL [x] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 - .[ • BY: DESIGN APPD BY: B I DRAWING.REV.No. NUMBER' S1 153701 AB -2 0 CAD BY: JOHN PAUL 06/04/02 t3:aa:48 vera 16.1 08/05/02 wtu 14:08 FAX 530 741 7820 OUT I:AURANS NROS _ September 26, 1989 03 -But -70 P.M. 0.1/9.2 03210-260800 Honcut Creek to Palermo Road W:JuU2 89-088 00010 / These levels were run by CH2M Hill in September, 1989. Elevations based on National Geodetic Vertical Datum of 1929, with a supplemental adjustment in 1956. NGS Control Used Station Elevation Honcut 89,728 101 B (USGS) 101.135 Q 381 102.021 A 477 128.800 A 499 149.619 Description NGS -bronze disc Brass disc on E. side of Hwy. 70 @ PM 0.48 Brass disc on E. side of Hwy. 70 @ PM 0:87 Brass disc on W. side of Hwy. 70.@ PM 1.24 Brass disc on E. side of Hwy. 70 @ PM 1.69 Brass disc on E. side of Hwy. 70 @ PM 2.20 Brass disc on W. side of Hwy. 70 @ PM 2.50 Brass disc on E. side of Hwy. 70 @ PM 2.88 Brass disc on E. side of Hwy. 70 @ PM 3.18 Brass disc on W. side of Hwy. 70 @ PM 3.5 Brass disc on W. side of Hwy. 70 @ PM 3.75 Std. USGS cap W. side of Hwy. 70 150' S. of E. Gridley Road. Station Elevation Honcut 89.728 EL 14 90.867 EL 15 86.726 El 16 87.073 EL 17 89.863 EL 18 93-.475 EL 19 93.507 EL 20 95.114 EL 21 96.682 EL 22 98.519 EL 23 98.467 101 B (USGS) 101.135 Description NGS -bronze disc Brass disc on E. side of Hwy. 70 @ PM 0.48 Brass disc on E. side of Hwy. 70 @ PM 0:87 Brass disc on W. side of Hwy. 70.@ PM 1.24 Brass disc on E. side of Hwy. 70 @ PM 1.69 Brass disc on E. side of Hwy. 70 @ PM 2.20 Brass disc on W. side of Hwy. 70 @ PM 2.50 Brass disc on E. side of Hwy. 70 @ PM 2.88 Brass disc on E. side of Hwy. 70 @ PM 3.18 Brass disc on W. side of Hwy. 70 @ PM 3.5 Brass disc on W. side of Hwy. 70 @ PM 3.75 Std. USGS cap W. side of Hwy. 70 150' S. of E. Gridley Road. =08/05/02 WED 14:09 FAX 530 741 7820 DOT CALTRANS NROS 16003 89-088 010011 03 -But -70 PM 0.3/9.2 03210-260800 � Page 2 HOncut Creek to Palermo Road. ` aoVSv EL 24 100.242 Brass disc on E. side of Hwy. 70 @ PM 4.1 EL 25 101.848 Brass disc on W. side of Hwy. 70 @ PM 4.33 Q 381 102-021 Std. USCM disc 25' E. of Centerline of Hwy. 70 0.4 mi. N. of Hwy. 70 & Gridley Rd.(PM �!) EL 26 100.717 Brass disc on W, side of Hwy. 70 @ PM 4.71 EL 27 104.089 Brass disc W. side of Hwy. 70 @ PM 5.2 EL 28 106.582 Brass disc E. side Of Hwy. 70 N. of Cox Lane @ PM 5.4 R 381 107.615 Std. USC&GS disc 22' N. of Cox Lane, 230'. E. of C/L of Hwy. 70 El 29 107.976 Brass disc W. side of Hwy, 70 @ PM 5.8 EL 29 ECC 104.215 Al. cap 40' E. of C/L of Hwy. 70, 18' N. of driveway El 30 106.334 Brass disc E. side of Hwy. 70 @ PM 6.28 EL 31 106.126 Brass disc W. side of Hwy. 70 @ PM 6.7 EL 32, 115.774 Brass disc E. side of Hwy. 70 @ PM 6.9 EL 33 113.536 Brass disc W, side of Hwy. 70 @ PM 7.12 . 1909 (USGS) 119.549iAASmi4cd) Std: USC&GS disc 30' W.. of C/L of -Hwy. 70 EL 34 116.688 Brass disc E. side of Hwy. 70 @ PM 7.32 EL 35 111.866 Brass disc W. side of Hwy. 70 @ PM 7.75 EL 36 115.482 Brass disc E. side of Hwy. 70 @ PM 8.15 EL :37 123.509 Brass disc E. side of Hwy. 70 @ PM 8.40 EL 38 127.129 Brass disc W. side of Hwy. 70 @ PM 8.70 A 477 128.800 RR spk. in 3rd pole N. of Palermo Rd. 50' W. of Pacific Heights Road EL 39 141.362 Brass disc 90' W. of Hwy. 70 @ PM 9,17 . A 499 149.619 RR spk, in 3/4" IP 198' Lt. Hwy. 70 @ Sta. 499+26 ,08/05/02 WED 14:08 FAX Sao 741 7820 DOT CAL.'TRANS NROS N M Mf ` a • M 1 N O �l• i C N .. ti I W W a� ►ter °� O VN FZ 7 - r w 3 N M Mf W�U04 • 1 N O �l• i C N .. ti I W W a� ►ter °� O VN FZ I QD • i t. SSU ss,CzP in Coi+c 6G/v.�•. $ur cc- Z= ciesf-v� cifL s f E..S3° �as�o� A�`i 70 - .. ; SG�,.S�cI. �. �J''c'SSCap m ton`r•e�e 7v ear y cn A - tie- MDVI ih d P&Oe - pot" N corn�i- Si�+Pso� nf, . a q h e . H n y 120 Ale POS ' 3.7-5 0 v. X nor 4A wes t o c futon 1A a.4 OS4 wes�- 0 /Avn ook x 1 89-088 e UO/ UOiVL PLL 14:1U fAA JJU 141 IOZU UU1 �.dLllttll\J lVItUJ v 4!JVUO 0 N 3 z 3 cc r. 4-01 `'U V%oL cc � Q �-4ZVI h vi — SCALE IN 1/10 OF U Olfdl 1-800-345-7334 25-22 -- R3E MDA&M ED I144 W.60 AC3 85 J 26.39 ACf 1 $33 AO 67 63 6 Pd 63- 13.23 AU 69 0.22 AC Z1< 84 � 9 21.97 Aft 14 93 -- - J3.25 AC3 15 NJ T.18N. 1'•900' WATTS GRIDLEY 17 COLONY #3 FEATHER RIVER FRUIT TRACT 1 34 33 24 10 AC 1lrs�� w �smrnt�� only ud nayy rot canueuM � P°'°'la 3 11:::20. 1 H -- ----- 1 28A AC 31 32 sl ------------- 4 AC -- -- 30 4 5 -- -- 29 25.80 AC I3 46 38 -_---- 5 AC 27 28 52 79 I - 16 AC 11.92 --------- --��----- 6.2 AC 3 n I 9 j, 8 8.2 AC 4 --OAA--- 2 1� 4> �( Z = 81 ` 4 O5 26 i0 27 1 i 80 SAC S9 21.8 AG 1 208.99 AC I 1 11 19.6 AC -_ 7� 15.17 AC 5 �I I 10 AC S8 5 AC SS PM 102-4 �Jli 13M13, , 1 I VV' I 7 9 15 �1 14 i 13 _ 19.6 AC 19 9.7 AC 6.84 AC I _ 114. 1 -----It 11 ------�---- rn\ 19.6 AC 19.4 AC 1 16 I 17 ---,Alai --- -� 1174 P11195 Ac 102-14 35 II 160 AC1 1 9 I I 42 13 19.6 AC 73 .02 AC 1 I 20 i 19 2 AC 7018'd O 76 5 AC 77 65 lq ¢ i 6 4.41 AC fig 50 5 75 AC S.1 50 AC 22 2J --- 3i\ OUrr RWIY CO1 OMf �1 Pi 7 II •34 �� a a► a� N CaMG wA71s caotaY cotctnr 3. 7 M.oas 57 BK 24 OROVILLE GRIDLEY T HIGHWAY S LTC , a "' 39018'45" 121033'45" EFFECTIVE DATES) OF REVISION(S) TO THIS PANEL: Refer to the FLOOD INSURANCE. RATE MAP EFFECTIVE DATE shown on this map to determine when actuarial rates apply to structures in zones where elevations or depths have been established. To determine if flood insurance is. available. contact an insurance agent or call the National Flood Insurance Program at (800) 638-6620. 4 APPROXIMATE SCALE IN FEET 'C00 0 1000 IIIIIIIIIIIIIIIIII NATIONAL FLOOD INSURANCE PROGRAM IIIIIIIIIIIIIIIII FIRM FLOOD INSURANCE RATE MAP BUTTE COUNTY, CALIFORNIA AND INCORPORATED AREAS PANEL 1130 OF 1200 (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: COMMUNITY NUMBER PANEL SUFGIX BUTTE COUNTY. UNINCORPORATED AREAS 060017 1130 C MAP NUAER 06001C1130 C EFFECTIVE DATE: JUNE 8,1998 IIIIIIIIIIIIIIIIII Federal Emergency Management Agency If WN N4 c LO W 0 _ Z N • C CL W Z Mwl MOWN. If WN N4 c LO £�, •c PNP � , W Z I O " N z If T7� YAi'rq°.i�'r^£� i1. `9"• .`_•4�' ' � - t d t. q•Lr''..41 �. V` TLI--p k � (yY a mm r, moi' y rs pg - y'Mia#•f �'t`t4.���� `�'^� },� �.��'£�,-'� "'x s;'j �S-�if6���`�`�s�,�� �•�` •,may � ��� dl,b'(j �+�"r'� . `""f r r., a s:xy "'s• i :'>;w r. r dikes1 T"a-- ! _t a -� -£ ? s � £k�£a •••`� �,-� "% 3.,. � ,gym ,- S��.�,. � �'��i�:,,: _ '+.>.. � ... '•£ �.� '��:I�Sn £ � '� �` 3�y x"' r t� �,. �, �.�` �, `"��` ;5 y � � u �`.r`` �sd��t £'ice ""`�*• � K1 O N O rn Rwma-1 Fc::±.t' . ..s.:i.Kf�.. ._.... ....r.3 .. : zis F• Aa .... ... .,a. ( s,mJ �. WN N4 c LO £�, •c PNP � , z T7� YAi'rq°.i�'r^£� i1. `9"• .`_•4�' ' � - t d t. q•Lr''..41 �. V` TLI--p k � (yY a mm r, moi' y rs pg - y'Mia#•f �'t`t4.���� `�'^� },� �.��'£�,-'� "'x s;'j �S-�if6���`�`�s�,�� �•�` •,may � ��� dl,b'(j �+�"r'� . `""f r r., a s:xy "'s• i :'>;w r. r dikes1 T"a-- ! _t a -� -£ ? s � £k�£a •••`� �,-� "% 3.,. � ,gym ,- S��.�,. � �'��i�:,,: _ '+.>.. � ... '•£ �.� '��:I�Sn £ � '� �` 3�y x"' r t� �,. �, �.�` �, `"��` ;5 y � � u �`.r`` �sd��t £'ice ""`�*• � K1 O N O rn Rwma-1 Fc::±.t' . ..s.:i.Kf�.. ._.... ....r.3 .. : zis F• Aa .... ... .,a. ( s,mJ �. T ZoD ML WMLIMIRES AND EQUIPMENT' INCLUDM OVERHANGS SHALL BE CL"R OF ALL 'EASEMENTS. A SET BACK OF —:g Fi. FROM THE SIDE /OiD FT. FROM THE REAR PROPERW LINE,S Attu') Fr. FROM THE ROAD CENTE'RLINE SHAI-L W, CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. SAVE OVERHANG. I PLANNING DIVISION- BUILDING PLAN APPROVAL Use: 2 1-'l ' — Date: 2— 2— 0 Parking:— Landscaping: Other, \N 1"AMK. BUTTE COUNTY' BUILDING DEPARTMENT APPROVE Ho 0 S -F op? -+4 7Y ceir-s-p�- 34 NOTES RESIDENTIAL J,y 4-L PERMIT NO. ! 025-220-075 _ MONTGOMERY, JOHN 02-1704 524 STIMPSON RD., OROVILLE METAL STORAGE BLDG. �Y O 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date) Signature i 2 j�. r t� J,y 4-L PERMIT NO. ! 025-220-075 _ MONTGOMERY, JOHN 02-1704 524 STIMPSON RD., OROVILLE METAL STORAGE BLDG. �Y O 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date) Signature ✓=OK" 0 = Not OK i= Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /' Nat. or / .. /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Carc B-1 Date Card B-1 Date Card B-1 Date MOWLE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector - 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 MISCELLANEOUS Date DECKS, COVZS, CARPORTS GARAGES (Plans) OK except #'s Z,pKing Requirements -Setbacks -Easements . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric I P 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Dateq_T OL Card B-1 61, Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I P V = OK 0 = Not OK - = Not Applicable = Not Ready Date RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection t i 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Fib., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive ] Yes ❑ No/Walks i] Yes j No/Planters ] Yes 7 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection t i 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Fib., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ] Yes ❑ No/Walks i] Yes j No/Planters ] Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: � r COUNTY OF BUTTE BUILDING DIVISION '• r DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 '- 7 County Center.Drive Oroville, CA - (530) 538-7541 CORRECTION NOTICE R V u / • l PERMI� NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date G).7::3, n 2— Inspector REV 10/92 i ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541®��/"4�• (Rev. 12/96) APPLICATION AND PERMIT ,s ASSES' fft�CEI,(J ftr 0 7 5 �lq JJ LLONT GGLLO�MJJ ZONING A-5 BUILDING PERMIT OWNE ERY , JOHN M"`6641 SO. FT. OCC. BUILDING VALUATION owNERM�_A�NGMIAPSON RD., OROVILLE, CA 95965 3000 11 949000-00 CONTRACTOR'S ER NAME OWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 54 000.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 4-32.90 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 524 STIMPSON RD., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $713.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: METAL STORAGE BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.'.OA'ORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: till, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended Or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, ADDNS. ( & ACC. 3.50so NOR uBLDS. EW CONST. NON -REBID. BRANCH CIRCUITS@7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FIXTURES sA0 @ 1. Ex. Occup. o�UTLEEDTSA(RRESID.oERa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0023 00 PERMIT FEE $43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed H the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provision -- X Date S' nature of App' ant - Owner ❑ Co actor ❑Agent n OSHA permit is re Ired for excavation ver 5'0"deep and demolition or construction of structures over 3 stories in height./ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 56.50 D V IMP A, CD PARC PO 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. at 9/V/O2 ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,. COUNTY QF.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: L �0'� G+m ��' ASSESSOR PARCEL NUMBER 2S " 2 2 Proposed Building Use: �J iG �j Counter Technician: Date: l7 2 J Z j1tes required in order to apply fora permit. All boxes MUST be checked OR marked NA in order to apply. . Plot plans, 3 or.4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Eplans, 3or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engff erred truss -details and layouts in duplicate. No faxes!. (ON5. -Energy compliance design and supporting documentation in duplicate. pft. Manufactured homes:''Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan,"(D) Tie down or foundation plans, all an duplicate. Metal buildings: (146 Metal Building Plans, (& undation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items'are received. .tet Date Received By ( Flood Elevation Certificate, wet -stamped and signed, in duplicate..... .......... ❑ 9. Plot plan'a'nd business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... 01. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining, items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ r x. - '. S tement of Intent for Non -heated and A/C Buildings ................................... . anitation and plot plan approval from the Environmental Health Department in V r O 11,f <' T/-02 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan,approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: .0 k (B)Parking: (C) Parcel Check: 1 1 .— CL ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ........................... k... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). x,,22. Pre -Inspection for required ................ eD 23. Contractor's license information. (Number, Name Style, Classification) ...................... %❑ 24. Worker's Compensation Carrier and Policy Nu.tuber..............:.............................. M25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization...................}:':;......:........................................ ❑ 27. Recorded copy of Agricultural Acknowledgment"Statement.................................... ❑ 28. Manufactured dome utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: ,; When:i,ssued Telephone - . 300 2o0o and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Date: 22- Applicant: G—aZ 1. Index p rmit application for the above items numbere/d/ Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by P, phone, ❑ mail, ❑ counter, by J Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co ter y Date: Plans reviewed by: Date: Plans approved by: Date: ' Structural reviewed Date: Structural approved by: Date:_ Note transfer by: Date: Yellow: Building Division " Io TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.M.-USE ONLY Rat Plan Attached rioasMan A shad .°bans to G.D. I n `r^ nrr Owner Location AP# Plan Approved for: Sewage Dispos Dater SupT�j: yPE,6 blic Private Well Clearance for dwelling. Other . U Z�} �'� ( 1'y') nu-� Hold final for: Final clearance O.K. for: NOTE: ronmental Health Specialist 8/96 rJ ZA V 2-, Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signada+e. Please complete and return this information at your earliest opportunity to avoid unaecessary 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 th dor labor and materials for construction of the proposed property improvement : YES NO O 2. I HAVE 0�H — VE NOT signed an application for a building permit for the proposed work 3. I. have contracted with the following person (firm) to provide the proposed construction: NAME: rd ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY i ER: � — DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of dw California Health and Safety Code. This verification must be completed /nd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATION Dear Properry Ow -:,!r: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be sighed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including'state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if You wish, the U.S. Small Business Administration). For more specific information about your obligations under Sate Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent'practice of unlicensed persons professing to be contractors is to secure an "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 contracting the Contractors State License Board in your community or at 101-0 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Ilt�v,t rely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by SeClio n 19810 of the Calyornla Neallh and Safdy Cods OVER Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: ),a/,. % � C, tl Phone: 6"30 F'g —C 2 P 2. Mailing Address Site Address - Assessor's Parcel Number: �S• 2 2 • 7S Zone: G Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes ffNo ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes [3 No 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No [� SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No [� 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 0� 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No Q� 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. 11. Will this building have insulated floor, walls, or ceiling? Will this building be heated Yes ❑ No ®� 12. or cooled? Will this building have a Yes ❑ No water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No [�r/ 14. Will this building have a water heater? Yes ❑ No L� 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? OVER "l'cif 2 PROPOSED USE: (check only one bog) I. �Residenti Storage Shed — I will be storing 40 '1 -� ��, s in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy' ❑ Other — Use = 1. Describe type of Workshop :. Must be approved by the Butte County planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print LX, L Owner's Signature:Date: 49,.26--8'Z. 2 of 2 m cr as 4. z (5 - co 0 ry CL 5 CL %Ok APPROVED 0 oButte County Environmental Health Signature NJ 061% Nt r NJ FISHER CONSULTING AND INSPECTIONS (916) 723-,1336- HIGH 23;1330 _ HIGH STRENGTH BOLTING Project name S�hN j��, -� M� J Datell: N Project numberA00,16 Projft address SIR S 1T M NO /�f i�) Cly ,u f Inspector HAROLD FISHER field j ]Shop reported to Company - Permit number -- ( Q 4 1.[ Verified the use of specified high strength bolts, nuts, and washers. 2.[ ] Verified installation equipment and bolts using Skidmore -Wilhelm tens measuring device. 3.[ e ' ed bolts achieve minimum required pre-tenions. 4. [ onitored installation and tightening of bolts using tyFrrof-the -nut direct tension indicator washers calibrated wrench alternative design bolts 5.[ ] Applied inspection torque of: 9 5 ft. lbs to " dia. H.S. bolts 3 S S ft. lbs to "dia. H.S. bolts wi brated torque wrench. 6. A total of 10% or 2 per connection were tested. 7.[ ] Loose bolts were identified and reported to contractor. 8.[ ] Retest of loose bolts was satisfactory a with the exception of: 9.[ 'Rekr to the attached: [ Field Inspection Record. [ ] Member Completion Record. [ ] Material Identification Record. (Note: Mandatory to attach one or more of the above!) [ ]See attached. a 10:[ ]Issues/problems?[ ]yes[ ]no Notified 11.[ ] work inspected was in compliance with [ ]approved plans and specifications[ ] shop drawings[ ]structural drawings using drawings{ }no{). Notes 6.. /fir a t�.es t�,y CAI T k e Mar+ti CQ %rN eV- AZ W 0_&+ CA s Al e, LIu" To &0'5E lvd v - h L r FISHER CONSULTING AND i INSPECTIONS (916)723-1330 ri Date:-/ M/ C) /0 ProjectnameJdkN lAo.a ey-a Address S�4 STIM Psio •vAOAD Type of Job: Ti %aA N Si V' e_,Va+V\ Prn k-� ; Al ra Starting Time: (� Completion Time:�2 . C� (Minimum of four hours) J Rate of Pay: Total amount owed: ];n rr Paid: Ay G,�— Check #: ItIl Cash: ILI C_: �e��- So,.; ti �e vv e, �1 Pc�u� Vpo.v F i nial . 'A 0 .. FISHER. CONSULTING L AND INSPECTION I HAVE 9 YEARS EXPERIENCE IN THE FIELD PERFORMING INSPECTIONS ON A VARIETY OF PROJECTS. OVER THE YEARS I HAVE ACQUIRED THE TECHNICAL CAPABILITIES TO PERFORM INSPECTIONS AND TESTING BOTH STRUCTURAL STEEL.. AND...GEOTECHNICAL AREAS. MY`:RESPONSIBILITIES"HAVE INCLUDED,FIELD AND LABORATORY QUALITY CONTROL SOILS AGGREGATES SPECIAL .:INSPECTION OF STRUCTURAL MASONRY r- ...REINFORCED CONCRETE. I HAVE INSPECTED !-.-.,.PRESTRESSED CONCRETE, AND HIGH STRENGTH BOLTING. HAROLD E FISHER JR SPECIAL INSPECTOR YEARS OF EXPERIENCE: 9 CAPABILITIES STRUCTURAL STEEL ( SHOP AND FIELD) * HIGH STRENGTH BOLTS (TURN- OF - THE -NUT METHOD & ( CALIBRATED WRENCH METHOD) * MASONRY *NDT TESTING * CONCRETE FIELD TEST TECHNICIAN REINFORCED CONCRETE, - CER.TIFICATIONS . . } * TCB O STRUCTURAL STEEL; A` ICBO STRUCTURAL NAS.ONRY , * ICBO PRESTRESSED CONRETE; REPRESENTATIVE PROJECTS * REINFORCED CONCRETE` FOLSOM LAKE DODGE FIELD TESTING Materials testing.eand construction inspection VERIZON WIRELESS,SACRAMENTO services/obserration,;and testing of geotechnical material testing structural masonry,epoxy dowels ,welding ROSEVILLE HONDA INTEL FM7FOLSOM CA welding,concretesoils soils -grading /observation ROSEVILLE CIVIC CENTER SMUD SCA PEAKER PROJECT,SACRAMENTO welding ,concretesoils ,rebar 9 rout, concrete soils SANIUAN.SCHOOL.DlSTRICT. , EARTHLINK,SACRAMENTO 36 schools last yeah, soilsconcrete,rebar/observation ' L coils. concrete, ' BUZZ OATES JOBS KAISER', MORSE ,ROSEVILLE SOUTH' SACRAMENTO . ldi wen - concrete;masonry� soils I• ..•.:. ► 9 SOILS CONCRETE . . . . . . . . . . . . . . . . ......... ...... INTER NA110 NAL CONFERENCE o/',BUI.LDING OFFICIALS Ilarold E. Fisher Jr. has stitAfilefurili- cunipiefed it courst, of'instruction fit Special Inspector (."ertrficafion Renewal and has been credifed with .G Contitming Education C`izifs AW(li'dell W Sacramento, California on this 19t1a !•gar the Ififernationiff C'mil'.1relice (ifflijiltiijr- Q/ c a v fia`" 7 Jf International Conference of Building Officials " ' "•' HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR UBC STRUCTURAL STEEL/WELDING .1997 UNIFORM BUILDING CODE The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to Ac ssful completion of the prescribed written examin tion. Expiration date: April 2 004 No. 1085074-85 Nor.Vlid unless signed by certificate holder. IC80 certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. ►_•1 International Conference of Building officials HAROLD E FISHER JR QU_ CERTIFIED SPECIAL INSPECTOR ' STRUCTURAL MASONRY i 1997 UNIFORM BUILDING CODE The individual named hereon is CERTIFIED in the category shown, I having been so certifiedpursuanttosuccessfulcompletion of.the prescribed written examinati Expiration date: April 1, ty No. 1085074.84 Not vali dfufiless signed(by-certificStEholder. IC80 certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. International 4 Conference of Building Officials HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL/WELDING 2000 INTERNATIONAL BUILDING CODE The individual named hereon is CE TIFIED in the category shown, having been so certified ours nt o �essful completion of the prescribed written examin io . Expiration date: April 27,20 4 � No. 1085074-85 Not valid iWILess signed by certificate holder. IC80 certification attests to competent knowledge of codes and standards. Applicable experience should be verified -by local jurisdictions. International Conference of Building Officials 1 HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR PRESTRESSED CONCRETE v < 2000 INTERNATIONAL BUILDING CODE The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to s cessful completion of the prescribed written examina toon. Expiration date: April 1 No. 1085074-89 Not lid uNlass signed by certificate holder. IC80 certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. - 1s International Conference of Building Officials i HAROLD E FISHER JR CERTIFIED REINFORCED CONCRETE SPECIAL INSPECTOR - ASSOCIATE AS JOINTLY SPONSORED BY ACI, BOCA, ICBO & SBCCI The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination adb ACI requirements. ' Expiration date: April 02 No. 1085074-48 N i unless sfgned by certificate holder. Certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. t AMERICAN CONCRETE INSTITUTE _ This is to certify that i Harold E Fisher Jr 1 ID# 993763 has demonstrated knowledge and ability by successfully icompleting the ACI certification requirements and is hereby recognized as an ACI CONCRETE, IF, 1ELD TESTLNG TECHNICIAN — GRADE I Examiner: Sylvan Testing Centers �,} ,,•,� Date: 02/06/1999 Expires: 02/06/2004 Valid card bears ACI Hologram here International `� Conference of Building Officials �* .: " HAROLD E FISHER JR � {` CERTIFIED SPECIAL INSPECTOR PRESTRESSED CONCRETE 1997 UBC & ASTM STANDARDS The individual named hereon is CERTIFIED in the category shown, having been socertified pursu nt to s cessful completion of the prescribed written exam n. Expiration date: April 02 No. 1085074 89 No 11;uress sign by ificate holder.ICBO certification aests to coent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. International ,. Conference of Building Officials HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL AND WELDING 1997 UNIFORM BUILDING CODE i The individual named hereon is CERTIFIED in the category shown, + having been so certified pursuanttosuccessfulcompletionofthe prescribed written examination Expiration date: Apri 00 j No. 1085074-85 Not Vali un s signedbylder. i ICB0 certification attests to competent knowledge of codes and standards. 1 Applicable experience should be verified by -local jurisdictions. 1 r t. TABLE 6—WASHER DI, ENSIONS (Inches) No %vashers TABLE 4—STRENGTH PROPERTIES OF HIGH STRENGTH BOLTS AND NUTS Circular Flashers Semifinished Flolt A 325 Bolts A 490 Bolts NonLnal Bolt/Nut Threads Per Stress Area Te -r71 Proof Load lbs. Suggested Tensile Proof Load lbs. Suggested -< Size Inch Sq. in. Strength (min. Torquet Strength (min. Torqu.t Length Flats Head Across Flats Height lb. niin. Tension) It. lbs. lb. min. Tension) ft. lbs. :0 11 0.226 27,100 19,000 200 33,900 27,100 250 3: 10 0.334 40,100 23,000 „yam 50,100. 40,1C0 935 is 9 0.462 55,450 39,000 570 69,300 55,450 715 1 .8 0.606 72,70`3 51,000 850 90,900 72,7CO 1,070 Iia 7• 0.763 80,1CO 56,000 1,050 114,450 91,500 1,500 2'/,6 7- 0.969 101,700 71,000 1,:95 145,350 116,3300 2,125 13; 6• 1.155 121,300 85,000 1,960 173,250 133,600 2,780 6'. 1. ,05 147,5-0 103,000 2,600 210,750 168,600 3,7C0 TABLE S—BASIC DImEI`fS1OPIS OF RIGH STRENGTH BOLTS AND NUTS (.inches) Circular Flashers Semifinished Flolt To determine required bolt Heavy Hex Bolts Heavy Hex Nut • Iength add. to grip (inches)" Slope or Size Hole Nominal Thickness 10C pieczs Norninal Width of Height Bolt Thread Head Across of Width Min. Max. lbs. :' Dimerision Thickness Diameter Length Flats Head Across Flats Height No washers 1 washer 2 washers iia is l %6 z ,64 1 %6 ais+ %a I %z 9.3 3; 1/i 1'a 'Y32 1/a 1 4Y64 I 1 1Y,2 1Y6 is I'/z 1Y'5 '%s4 1'/,6 55/ I/� li�� 1'/,6 I lii 1/� a164 1ya 6iva 14 1'/i2 .1%6 I% 2 l'%6 • ':i6 I'i!6 1%64 I lyz 12X l"/,6 �.1 2 2 z�2 2 l;,z j lie 1z;42 I"/,6 2'+ 2'/,6 2hz 2%6 11362 13� lzi3z 2'/,6 1/'moi 2 i 2 s 3 23/ 115/2 ' 171 234z 2%6 g Information on bolts larger than 1%" diameters _ available upon request. 'Coarse thread series; 8 -thread series supplied only v/hen s;.ccified. tRclative va?ues to he used as guidelines only. f ;acise torque values will he influenced by coefficient of friction of bolt and nut threads and hearing surfaces. 'May be either washer faced or double chamfered. —To get bolt length required if beveled washers are used, add to grip le :gth the amount in "no washer" column plus %6 inch for each beveled washer. TOLERANCES to l;j inch Nominal Bolt size, inclusive: Nominal diameter of hole, —0 to -r%:`Nominal outside dimensions, —i6z to +,';:' Flatness: Max. deviation from straightedge placed on"cut-side shall riot exceed 0.01." Burr shall not prof--ct above immediately adjacent washer surface mo -a than 0.01" Circular Flashers Square or Rectangular Washers for American Standard Beams and Channel. Flolt Nominal %','eight per Minimum Slope or Size Hole Nominal Thickness 10C pieczs S -de Mean Taper in t Dia. Outside Dia. Min. Max. lbs. :' Dimerision Thickness Thickness S° '�c 1%6 .122 .177 3.8 ! 1,/1 iia 1:6 i;lis /z .122 .177 9.3 1,n %6 1:6 2. '° '%s l3; l35 .177 '6.5 1Y4 %6 1:6 1 2 . .136 .177 9.5 1 j1 %6 LG 1 ii 1� 2', .136 .177 11.6 2.4 %6 1:6 t 1/. ly 234 .136 .177 14.4 2ii %6 1:6 ?'/, .135 .177 17.5 . 2,%; %6 1:6 3 .135 .177 20.9 21 %6 1:6 g Information on bolts larger than 1%" diameters _ available upon request. 'Coarse thread series; 8 -thread series supplied only v/hen s;.ccified. tRclative va?ues to he used as guidelines only. f ;acise torque values will he influenced by coefficient of friction of bolt and nut threads and hearing surfaces. 'May be either washer faced or double chamfered. —To get bolt length required if beveled washers are used, add to grip le :gth the amount in "no washer" column plus %6 inch for each beveled washer. TOLERANCES to l;j inch Nominal Bolt size, inclusive: Nominal diameter of hole, —0 to -r%:`Nominal outside dimensions, —i6z to +,';:' Flatness: Max. deviation from straightedge placed on"cut-side shall riot exceed 0.01." Burr shall not prof--ct above immediately adjacent washer surface mo -a than 0.01" - l► FISHER? CONSULTING' raV AND INSPECTION HAROLD E FISHER JR SPECIAL INSPECTOR 1 HAVE 9:YEARS 1XPERIENCE IN THE FIELD PERFORMING INSPECTIONS ON A VARIETY OF PROJECTS. OVER THE YEARS 1 HAVE ACQUIRED YEARS OF EXPERIENCE: 9 THE TECHNICAL CAPABILITIES TO.PERFORM INSPECTIONS AND, TESTING BOTH :.; STRUCTURAL STEEL.,ANDGEOTECHNICAL, CAPABILITIES r 'AREAS. MY RESPONSIBILITIES HAVE STRUCTURAL STEEL ( SHOP AND FIELD) INCLUDED FIELD AND LABORATORY QUALITY ` ',..CONTROL SOILS AGGREGATES SPECIAL * HIGH STRENGTH BOLTS (TURN- OF - ,'INSPECTION OF STRUCTURAL MASONRY THE-NUT.METHOD & ( CALIBRATED REINFORCED CONCRETE. I HAVE INSPECTED WRENCH METHOD) PRESTRESSED. CONCRETE, AND HIGH * MASONRY STRENGTH BOLTING.. *NDT TESTING * ;CONCRETE FIELD TEST TECHNICIAN *..REINFORCED CONCRE`T'E i ;ATIONS * ICBO`'STRUCTURAL STEEL *.`ICBG STRUCTURAL; MASONRY * ICBOPRESTRESSED CONRETE: i REPRESENTATIVE.PROlECTS > �REINFORCED CONCRETE _FOLSOM LAKE DODGE *AC 1: TESTING Materials testing Viand construction inspection VERIZON WIRELESS, SACRAMENTO services/observationtand testing of geotechnical material testing Structural masonry,epoxy dowels ,welding ROSEVILLE HONDA INTEL FM7;FOLSOM CA welding,concretesoils soils grading /observation ROSEVILLE CIVIC CENTER SMUD. SCA PEAKER PROJECT,SACRAMENTO a welding.,concrete,soils ,rebar grout, eoncrete,soils SANIUAN SCHOOL. DISTRICT . EARTHLIN _SACRAMENTO 36,schools last year s soils,concrete,rebar/observation soils concrete}, BUZZ OATES LOBS. _ ,KAISER; MORSE,ROSEVILLE ,SOUTH, SACRAMENTO. weldrng;;concrete,masonry,soils` mm T _ SOILS CONCRETE International ; Conference of Building Officials HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR UBC STRUCTURAL STEEL/WELDING .1997 UNIFORM BUILDING CODE The individual named hereon is CERTIFIED in the category shown, having been so certified pur uant to cessful completion of the prescribed written examin tion. Expiration date: April 2 , 004 No. 1085074-85 Not./Vid unless signed by certificate holder. IC80 certification attests to competent knowledge of codes and standards. Applicable experience should be verified by loczl jurisdictions. International C Conference of Building Officials - HAROLD E FISHER JR'�� ®' t CERTIFIED SPECIAL INSPECTOR ! STRUCTURAL MASONRY j 1997 UNIFORM BUILDING CODE The individual named hereon is CERTIFIED in the category shown, 1 having been so certified pursuant to successful completion of the i prescribed written examinati ! Expiration date: April 1, No. 1085074-84 Not valioruniess Signe by certific t holder. 1CB0 certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. International . Conference of Building Officials HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL/WELDING 2000 INTERNATIONAL BUILDING CODE The individual named hereon is CE TIRED in the category shown, having been so certified purs nt o successful completion of the prescribed written examin io Expiration date: April 27?,//2004 No. 1085074-85 / Not valid 011ass signed by certificate holder. ICBG certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. I :i . 1 International "'�� i Conference of Building Officials HAROLD E FISHER JR"F r'"t CERTIFIED REINFORCED CONCRETE f i : SPECIAL INSPECTOR - ASSOCIATE t AS JOINTLY SPONSORED BY ACI, BOCA, ICBO & SBCCI 1! The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the i . 1 prescribed written examination Wd ACI requirements. 1 ' Expiration date: April 02 No. 1085074.48 NdQW i unless gned by certificate holder. Certification attests to com etent knowledge of codes and standards. i ,Applicable experience should be verified by local jurisdictions. International^ Conference of Building Officials HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR PRESTRESSED CONCRETE < 2000 INTERNATIONAL BUILDING CODE The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to s cessful completion of the prescribed written examina on. Expiration date: April 1 05 No. 1085074-89 c /S$ Not V41id unl ss signed by certificate older. 1C80 certification attests to competent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. - v Ib AMERICAN CONCRETE INSTITUTE { ' This is to certify that + i 'i Harold E Fisher Jr I, IDN 993763 1 has demonstrated knowledge and ability by successfully 1 completing the ACI certification requirements I i and is hereby recognized as an i' ACI CONCRETE FIELD 'TESTING 'TECHNICIAN — GRADE I j Examiner: Sylvan Testing Centers j Date: 02/06/1999 Expires: 02/06/2004 Valid card bears ACI Hologram here International Conference of Building Officials HAROLD E FISHER JR t� ' CERTIFIED SPECIAL INSPECTOR PRESTRESSED CONCRETE 1997 UBC & ASTM STANDARDS The individual named hereon is CERTIFIED in the category shown, having been so certified pursu nt to s cessful completion of the prescribed written exami n. Expiration date: April 02 No. 1085074-89 No li u ess sign by clintificate holder. ICBG certification attests to coripetent knowledge of codes and standards. Applicable experience should be verified by local jurisdictions. International Conference of Building Officials ' HAROLD E FISHER JR CERTIFIED SPECIAL INSPECTOR STRUCTURAL STEEL AND WELDING 1997 UNIFORM BUILDING CODE The individual named hereon is CERTIFIED in the category shown, having been so certified pursuantto successful completion of the prescribed written examination Expiration date: Apr ilUun-s Ex 108507485 signed by c rtificate holder. ICBG certification attests to competent knowledge of codes and standards. Applicable experience should be verified by,local jurisdictions. 025-220-075 7'VO' -0065 MONTGOMERY, JOHN L 524,STIMSON RD, OROVILLE CONT: MARK STEWART BACK UP GENERATOR COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT�� ASSESSOR PARCEL NUMBER 025-220-075 ZONING BUILDING PERMIT OWNER MONIGWER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 524 STIQRQVIUF CONTRACTOR'S NAME MARK SMART TELEPHONE �- CONTRACTORS MAILING ADDRESS PQ BOX 1W RIGG, CA 95917 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 9UIL INGADDRESS 51� SIRTSON RD. OROVILIX CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ff Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C1; Describe Work: BACK UP GENEYAIDR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .IA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: / ❑ I,.as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. \ ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46DWELLING NEW CONST. DWELOCCUCU.00 EL P. OR AODNS. a Acc. sLDs. SO 3.50x: NONAENLW SID. MULTI -OUTLET RANCH CIRCUITS @7.50 POWER APPARATUS s SINGLE ovn ET cIR. EX. Occup. OUTLET OR FIXTURES .00 SAL ®'.SI Ex. Occup. OUTELE�s R=.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ [3.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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 Aerformance of the work for which this permit Is issued. D I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit Is for work of a valuation /of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall .forthwit comply with those provisions. _of t / )'Cti_= Dae / ' ��� z-- `S'i'gnature of Applicant / 1Ownpr 13Contractor !Agent An1OSHA permit is required for.odavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. rrPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP I FLOOD I CDP PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 44-,M,lqLz4 Date PERMIT EXPIRES ON Date Receipt No. ��) �) �% ' WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 04622�OxK �BsG- -00 88 YO Zs� � Low • •� yr avu • vruvnrv, %oamornia 95965 • Telephone (530) 538.7541 5.00 x'2'96' APPLICATION AND PERMIT Q _ PERMIT N,, .s srsso+PAAca mural _ BUILDING PERMIT 23.001..13 - ' 7�ras MAA, ` y"a -5a� SO FT. OCC BUILDING VALUATION AO se t I :Ob rrk.CTWN ttNOa i o rn s .wvo AoOAcaa I I Fireplace ECT 04 NOa.[ow Total Valuation S ucuae Vo Flin Fee S acTccT o..w v.0ar.maI MAa,w Aooness Permit Fee S 20 00 ..az«0,00 Plan Checking Fee S Energy Plan Checking Fee i 3T NO ausonsaonswa►rc �,usca MAi PERMIT FEE _ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 • Duplex O Mobilehoms D Other Solar or heat um water heater 23.00 Water i in 15.00 TYPE OF WORK Each gas water heater or vent 15.00 •ew O Addition O Remodel O Utiftes O insulation O Other Gas i in stem 1 . 5 outlets Building 15.00 sewer 15.00 escribe Work: �— t-`-�P Mobile Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service tlOari ON "1 200A OR u<ss 23.00 Main Service 20" TO 43.00 �Ew COrvgT. ( I>NELL#4 OCCUP OA AOONS. a .cc. erns. 3.St;° KW COWT. Nora AFS rO MULTI-O"L' Qa 7.50 *PERAUT FEE PAlb SRA • . SHERIFF OTHER AMOV T RECEIVED S._ aw an N '3 3 7c,/,/ w TO U h" INTO COMPUTER Ex. Occup.. OVTUET Oa nxRA c ao a 1•0 SAL ea s0 Ex. Occu ounEOTs a,o a 5.00 Temporary Service 23.00 Mobile Home Facilities 1 20.00 Misc. Wiring 23.001..13 - PERMIT FEE _ .G(i MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood a.50 PERMIT FEE ! Mobile Home installation Fee S Energy Inspection Fee $ ac --T TMn TOTAL FEE $ This permit is hereby Issued under the appticable provisions Of the Butte County Code and/or Resolutlons to do work indicated above for which fess have been paid. By Date PERMIT EXPIRES ON F �. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. �(Rev.12/96) APPLICATION AND PERMIT _00110 S ASSESSOR PARCEL NUMBER 025-220-075 ZONING BUILDING PERMIT OWNER MONTGOMERY , JOHN L. TELEPHONE 846-5282 SO. FT. OCC. BUILDING VALUATION OWNERS MAWNG ADDRESS 524 CONTRACTOR'S NAME MARK STEWART TELEPHONE 1693-1551 CONTRACTORS MAILING ADDRESS PO B 1060 RIGG, CA 95917 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 524 STIMPSON RD. OROVILLE CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBONISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Ot Duplex ❑ Mobilehome ❑ Other 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 EX Describe Work: BACKUP GENERATOR Gas piping syEtem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon OR mss 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.P License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 131 owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 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 erformance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number e above sections need not be completed it the permit is for work of a valuation one hundred dollars ($100) or less.) Vrtify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall o wit com ly with those rovisions. X Da /fir �'Z ture of Applicant - wn ❑ �ontrac r Agent OSHA permit is requir d avations ver 0" deep and demolition or construction Istructures over 3 stories in height. Main Service 200AWEE TO 1000A 46.00 NEW CONST. DWELLINGoccuP. 3.5QF°: N C� MU OIITLS. ET NOFLRESID. BRANCH CIRCUITS @7.50 OWER APPARATUS 8 SINGLE 0. CIR. .00 EX. OCCu OUTLET OR FIXTURES SAL ®I.so FMEI Ex. Occup. pU 7g pp ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 :.A: p. FEES IMP I FLOOD I CDF PARCEL I Pp I HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date / PERMIT EXPIReUN ale Receipt No. "' WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'k,,, P. . FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For. Insurance Company use: Policy Number (Including Un Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. STATE (e.g., ( or Parcel etc. ❑ NAD 1927 ❑.NAD 1983 Company NAIL Number ZIP CODE etc.) area, if necessary.) SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION NFIP COMMUNITY NAME 8 COMMUNITY NUMBER o/- /l � / - - • - „_ ✓)..its R� ITTT. (.%�'f' B4. MAP AND PANEL 85. Sul -MA 87. FIRM PANEL B9. BASE FLOOD ELEVATION(5) NUMBERG FIRM INDEX D C1NE/REVISEDQDAT : B8. FL ZONE(S) (Lone AO, use depth of flooding) ouooll 1130 fl -d 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile *FIRM ❑ Community Deterrnined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: a NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise protected Area (OPA)? ❑ Yes a No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buildng elevations are based on: IS Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Buildng Diagram Numberl(Select the building diagram most.similar to the building for which this certificate.is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to Mused for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datuml�2gonversion/Ccmments �Ngg S Elevation reference mark used o Does the elevation reference mark used appear on the FIRM? ❑ Yes IS % a) Top of bottom floor (including basement or enclosure) �L •'ft(�) QROFES b) Top of next higher floor _ _ft(�) � c) Bottom of lowest horizontal structural member (V zones only) o c d) Aflached garage (top of slab) ftp) E ` RCE tm*1 e) Lowest elevation of machinery and/or equipment ;; Pjo• 521315 'D servicing the building (Describe in a Comments area) Q --- ftp) E cc I f! Q Lowest adjacent (finished) grade (LAG) LL 2 ft� N g) Highest adjacent (finished) grade (HAG)OF CAUF��`� h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade V �}� , i) Total area of all permanent openings (flood vents) in C3.h1Atq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Ir� U 4c: ; a U4 LICENSE NUMBER G► �.G.7 (L% �' ' ` �ti:.r `7 ,lam 9'"'� �'2 r; Rt %�. I f,� ADD 1�0 I STATE �, A ZJP CODE' TELEPHONE SIGNATURE FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR COMM DATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For tiuurance Company user BUILDING STREET ADDRESS (Induding Apt Unit Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. : Policy Number 2 M „ ,% . STATEA , ZIP �Q ( Comparry NAIC Number CITY 451�0v) (.,- r . SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) cl—A,,,,, r'-rfir-mto fns n i mmmi inity offirial. (2) insurance agenUcompany, and (3) building owner. ,!!SJ GneCK here a attacnmenis SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (nduding basement or endosure) of the building is -ft(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). floor or elevated floor (elevation b) of the building is _ ft(m) _in.(an) above the highest adjacent E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher grade. Complete items C3.h and C3.i on front of form. E4 For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or ownefs authorized representative who completes Sections A, B, C (Items C3.h and C3.i only),' and E for Zone A (without a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADORE SS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE 'COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The kcal official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Oevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communitymissued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. rA PCRMR M imRFR G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ rn) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 0 Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 32 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 p�76 NO• APPLICATION AND PERMITYj� ASSESSOR PARCEL NUMBER 220-075 ZONING A5 BUILDING PERMIT ROWNE ADR & LOLA LEWIS T ONE ) 77 SO. FT. OCC. BUILDING VALUATION EST 11 • OWNERS MAILING ADDRESS ::124 STIMPSON RD., OROVILLE CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace t A 1150Q CONSTRUCTION LENDER UNKNOWN Total Valuation $ 2,500. Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2-1.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 524 STIMPSON RD. OROVILLE PERMITTEE $ 7.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF d Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other X] Describe Work: CHANGE ROOF STRUCTURE ON EX PORCH & INSTALL WOODSTOVE (W/O PERMITS) Mobile Home I S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service 000v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Dall, 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 NEW CONST. DWELLING OCCUP. OR DNS. ( 8 ACC. BUDS. ) SD. 3.5Q FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL 0 .50 Ex. Occup. FIXED.OR / 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. y./ } . X�i 2, f,t.t t_;� __ .Date =:; ` =''---- Signeture of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is ° 7 cV TYPE TOTAL FEE $ 97000 HAll. D. FEES IMP FLOOD .- CDF PARCEL PD HO ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / BY ''� ° ate PERMITEXPIRESON Q (Date) Receipt No. 176036 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M CC l COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�'j� O �� O V No./ APPLICATION AND PERMIT `'7J ASSESSOR PARCEL NUMBER -220-075 ZONING A5 BUILDING PERMIT RADR & LOLA LEWIS T ONE 5) SO. FT. OCC. BUILDING VALU I EST 1,000. OWNERS MAILING ADDRESS 524 STIMPSON RD. OROVILLE CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace 1 'A' 1,500. CONSTRUCTION LENDER UNMOWN Total Valuation $ 2,500. Filing Fee $ 20.00 LENDERS MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 91 no Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 524 STIMPSON RD., OROVILLE PERMITFEE $ 97 0 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IQ Describe Work: _ CHANCE ROOF STRIICTURE ON EX PORCH & INSTALL WOODSTOVE (W/O PER14ITS) Mobile Home S G W 920.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filing Fee 20.'00 00v OR LESS Main Service 8 ( zooA OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f9following reason: VV 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. . ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ADON ( 8 ) 3.5Q FT. LTI-ACCUTLEBUDS NEW CONST. MULTI -OUTLET S NON -REBID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FUTURES) BA2L ®I o0 L .eo FIXED (OOR Ex. Occup. (ORES D. OUTLETS ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S ' Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section of the Labor Code, for the performance of work for which this permit is issued. y workers' compensation insurance carrier and policy number are: arrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor L13700 olicy Number above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X l/ E� , Date 1j��___ Aatureof Applicant - ❑ O ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Feehe Energy Inspection Fee $ °� cpyasf./TYPE TOTAL FEE $ 97.00 I I H!fj DFEES IMP FLOOD —. �—r CDF PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �jy` BV -AW Ciate J PERMITEXPIRESON Q I (Date) Receipt No. 176036 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT y�^*+1YA��if9�Tv+i'1+A.+n:7'�`v%..--?kF.`r✓R..r-- r:.. a-.rc.�e+'F,;Ktn..,,p,}n�-«�"'"�'�(,r��v'R't rth"aeTT�` . w3' ems, '?+t�7r`+'rm'v., r�b5hr�e�,-r"w"5:_`.'-'r•r •rC� yi,.-.f .. i_ , '+. , -' COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL'E,'CALNOQA�95 5 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER I '°` No. Proposed Building Use Building Inspector Date At time of permit application, Iwas advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. All items have'been submitted . ....................................... . Plot plans, 3/4 sets, signed by preparer of plans. 7 Complete plans, 3/4 sets, signed by preparer of plans. ......... k ........... Engineered plans and calcs, 3/4 sets, with wet signature on plans. ......... . Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ..........: :............................. . Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit . .............:.......................... . Plot plan and business license approval from City of Biggs/Gridley. .............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage ............. ` Driveway permit (construction approval required prior to occupancy). .. .. . Pre-Inspecti* on request Pre -inspection for required. . to Building Inspedor (Date) Contractor's license information. (No., Name Style, Classification). .........7.... . Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ........... :......... ::.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ Existing violations/expired permits . ...................................... Plan_checkli§t.�f................................................... When you issue the permit, process as follows: Mail to owner. Mail to contractor, Telephone and hold for pickup at office. Deliver with inspector. Other a Parcel Creation Acreage Applicant -11 -927• Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder ��ya�dAA -clS Copy - Department of Public Works Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information _ at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the propo ed property improvement: YES [1,4 NO[J. 2 I O[ ] HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: S— l - 9S 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. OVER FA Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on.the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER This set of pians and specifle tions kept on the job at all MUST be maE� times and it is uniaWful tp c a` ;es or alteratiorZs on as2fte without �.tter� perm�asion from the Depar•,,msnt of Publia Works, County of Butte. ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS S k,),, _ BE i , _r� I L ALL EASE YT! t A SET BACK OF SID E AND � �4 �t15Tt N Q S E= . Fd 1061 TrA PROPERT -f LINES AND youa° 50 F s'. FROM THE ROAD CENTERLINE SHALL 6E -- CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT � FOR A 2 FI". EAVE OVERHANG. � p� j�Z7.�_��Ir Vvl fS� .� NOTE: A11 Materials & Workmanship Shall Be in Accordan;e with Recognized Good Praotiess and of a Quaht3 Prescribed for the Specified use in the Unizoran Building, -Plumbing 3 Mechanical Codes and the ATational Electrioal Code. Cr I L,5 COPY) 6UTTE COUNTY. BUILDING DEPARTMENT APPROVED PF.RMTT #' A4SFQC01i'PARC'RT. # (1WNFR'4 NAX41R- ' FEES (Amount and Purpose): REVISED PLAN CHECK: $ 0 � Wb Tnyt. louse 2,r 6 D, . .: jo •f i°,2 A,ry /ass Sh�n91e5� 2Xy "lJouy�� �Z �6 iii 1 'LXgbo"Ol tr02 2yx2'V ve -t' ykb �X-I- jlou5e )At 7.G. SAA-eki-no, , I I I I LI x� Do(Aj�,w'rot.Z UX6 Dou lir �2 i 3 G C))(T �8 v pry - 2733�y SPECIAL ROOF COVERNG REQLMRED. GL �4SS C rI A I ml yx b ti ILI 0& 0OX ppC7C. 2z R4-f�c 2X10 � �DG•, r'A2 6yz 6y�'' poDP a�e'9 ,vs 36 ITK I s,8 c ol, P►y I - ISN. (v4puEL'ta �rtYiP\ � 2 2 tixbTOO . /1,K fo�5i Yo.nger5. aoe�i�i n C�., tJ4i. 2Xly D � CF�c,tv� J01sr ,, 3� � A,ry /ass Sh�n91e5� 2Xy "lJouy�� �Z �6 iii 1 'LXgbo"Ol tr02 2yx2'V ve -t' ykb �X-I- jlou5e )At 7.G. SAA-eki-no, , I I I I LI x� Do(Aj�,w'rot.Z UX6 Dou lir �2 i 3 G C))(T �8 v pry - 2733�y SPECIAL ROOF COVERNG REQLMRED. GL �4SS C rI A I ml yx b ti ILI 0& 0OX ppC7C. 2z R4-f�c 2X10 � �DG•, r'A2 6yz 6y�'' poDP a�e'9 ,vs 36 ITK I s,8 c ol, P►y I - ISN. (v4puEL'ta �rtYiP\ � 2 2 tixbTOO 2.rY Oovy rxrto Concrctc Pore ^ r-JlL-D CS"-DEPART:ML i xl c�R-`APPPOVF-Cli CGE F� u s� �N 3Nw+-4A- - provide adequate clue # oratedion and a Typ®-A Fiw. 41n VIOLATION CHECK LIST A. P. # �J�–�� % 7 Address �v2c76 Owner Owner's Address Owner's Phone No. Supervisoral District Tenant's Name. Phone'No. Type of Violation in Detail with.Code.Section Priority.No. Specific Plot Plan with C/V Noted —yes no Penalties Required 1st. Notice Sent. .2nd. Notice Sent -- ate Date Comments and/or Determination Disposition For Citation Citation Date) (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) >i- .�Z7 - g� Conrad Lewis 524 Stimpson Road Oroville, CA 95965 Dear Mr. Lewis: October 14, 1986 RE: Zoning Violation A.P. #25-22-66 With reference to the above subject, we have been advised by one of our building inspectors that you have installed and are occupying a mobilehome and a travel trailer on your property located off Stimpson Road, Oroville, without approval of Butte County. Since the above parcel is zoned "A-5" and since there is already a mobilehome and a single family dwelling on the property, please remove both the mobilehome and the travel trailer within ten days of the date of this letter. Should you have any questions concerning this m.; KOF Gp 630184©RPP, Inc. 3;7-> N O C� �4,Z7 'r "i -�.� File No BUTTE COUNTY (For )ttion 1, 2, 3, ,r Public Works Dept. (For Information t/ ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping T ran s p. Land Dev. Crng. /S.I. Sub. & Pcl. Maps Permits Addr. F ave October 14, 1986 Conrad Lewis RE: Zoning Violation 524 Stimpson Road A.P. #25-22-66 Oroville, CA 95965 Dear Mr. Lewis: With reference to the above subject, we have been advised by one of our building inspectors that you have installed and are occupying a mobilehome and a travel trailer on your property located off Stimpson Road, Oroville, without approval of Butte County. Sin'ce the above parcel is zoned "A-5" and since there is already a mobilehome and a single family dwelling on the property, please remove both the mobilehome and the travel trailer within ten days of the date of this letter. Should you have any questions concerning this matter, please contact this office. Yours very truly, William Cheff Director of Public Works Original signed by J. F. Glander J.F. Glander JFG:ahb Chief Building Inspector cc: Building Inspector Oroville Planning Department Health Department Assessor t �] Complaint -Date ❑ Other -Date BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT ZONING �4 owner: coo KeaP i7 f S A.P. # Address: �',.,-z .S�-- s?,oa a-wL I)11,� sDate of Inspection Tenant: Building Location: Type of Inspection requested: / / 1. Housing- / / 2. Financing / / 3. Change of Occupancy to �[ 4. Work W/0 Permit /_/ 5. Other (specify) j� Present use of building: %A S all Inspector A: Sanitation (Housing)., 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit 10. Infbstation of insects, vermin, or rodents: "11. 'Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish add garbage facilities: 14. Stairs:(Rise, Run, Headroom, 1HR, Tolerances,Handrails) 15. Cordme:nts . B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5., Fireplaces: 6. Comments: C. Electrical - 1. Service 'and ground: 2. Receptacles: 3. Fusing: 4. Comments: 7 D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 2. , Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy:. 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Pr�b mem or violati (give complete description): I \j C) :4- -- - 2. What action taken (give complete description): 3. What action recommended: A. Information only - file. B. Hold for ten days, then write letter. C. Write letter. / / D. Other: .. COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Tel ephol e: 534-4541 APPLICATION AND PERMIT above-mentioned property for inspection purposes. Date �, //-;/ % Signature of Permiteeoor Agent Receipt No. / 7033 V White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Ihis 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 PUBLIC WORKS By ,: . +,.i. f.'/� Date Building permit expires Date BUILDING Owner 1.$ � � Y'1 `� SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address ��� ,per S I I L Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address ���� �� PLUMBING No. @ FEE PERMIT FILING FEE $3.00 UVB. OL. , re-, � � 1 � I Each Trap 1,50 S - yijlti 3sd i C �cC Repair drainage or vent piping 1.50 -; Water piping 1.50 Each gas water heater or vent 1.50 �y �� /_ / A. P. No. c l9 (D Zoning & Planning. Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W:C- Sanitation•kireDept. Fire Zone Use Permit Building sewer 5.00 EQA Park sg PlaBldg. Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Plans Recd Parcel Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 0- ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 V t tip L�Y� �+ Main service i°oo AMP ORSLESS 5.00 _J', f)() Main service EA. AOD'L too AMP 2.50 / Single Family 0 Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1,00 NEW CONST. OR ADDNS. ( ACCLBLDGOCCUP. &) 22sgft • NEW CONSTR. MULTI -OUTLET NON -RES'., (BRANCH CIRCUITS) 12.50ea NEW CONSTR(POWER APPARATUS & NON•R ESID. SINGLE OUTLET CIR, 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: Ex. Occup(OUTLETS OR FIXTURES)@2iR BAL@1 FIXED ALNS. Ex. Occup.( OUTLETSP(RESID•)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 0 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ JT. on $ 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. Elhave placed on file with the County of Butte a certificate of 'workmen's Compensation Insurance. k 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 @ FEE PERMIT FILING FEE J$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 b111thnri7a rant ¢a t.+iv ..i �k- n,.... _ .-t n TOTAL PERMIT FEE $ above-mentioned property for inspection purposes. Date �, //-;/ % Signature of Permiteeoor Agent Receipt No. / 7033 V White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Ihis 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 PUBLIC WORKS By ,: . +,.i. f.'/� Date Building permit expires Date ' , I � /y .�� / � � ' � '�� ' .l r 'r ~ ��D » COUNTY OF BUTTE —' DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Qroville, California 95965 Tel ep►ione: 5'14-4541 APPLICATION AND PERMIT X( � Date ry ' &—Z Signature oof Permitee or Agent Receipt No. 17b-33 0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date permit expires Date — =776' BUILDINGOE tor Owner S SO. FT. OCC. BUILDING VALUATION yy Mailing Address 6tL (9 S S L I -C-Y1 s` Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checki ng Fee &/or Penalty Telephone No. Permit Fee Building AddressAt S" orw rtj 4w q app �i PLUMBING No. @ FEE PERMIT FILING FEE $3.00 t Each Trap 1.50 Repair drainage or vent piping 1.50 T Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. p�V ^�� Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA Parkin Parcel Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 g. ans Recd -ffiltNEW Parcel Approval Plans Approval Permit Fee $ ❑ ADDITION ❑ UTILITIES ❑ OTHER [l— ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 �C Vl CQ ah1 Main service 100 AMP 0RSLESS 5.00 Main service EA. ADD•L 100 AMP 2.50 -Single Family 2r Duplex ❑ Mobil Home ❑ Others ❑ Main service VER 600V 10 0 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONS. DWELING OR ADDNST ( ACCLBLDGOCCUP. &) 20sgft NEW CONMULTI-OUTLET NON-RESIDST.R. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. 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: Ex. Occup(OUTLETS OR FIXTURES)@� BAL�T Ex. Occup. (OUTLETS (RE SID ,)RI -A) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 0 I 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 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. VIEI 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. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 County of Butte to enter upon the above-mentioned r)mnerty fnr insnartinn nnrnne=e TOTAL PERMIT FEE This permit is hereby issued under the applicable provisions of X( � Date ry ' &—Z Signature oof Permitee or Agent Receipt No. 17b-33 0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date permit expires Date — =776' • • }, . fo /'fid- 7 27 • - • `• ' ` � 988-78B,P ,'PE-AMIT NO. PERMIT EXPIRES �/•�_�/ f Conrad Lewis OWNER + • 1 CONTR. owner j LOCATION (A.P. 25-22-66 ) • t NIS !Timpson Rd., mi.E.of Hwy 70, Oroville j, t i • ` I 3� tsi s r Temp. Powe Pole CalieVG&E _ Temp. E�ec. Serv.. C- ed PG&E - Temp. Gas Serv. - Called PG&E _ VINALED 1 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD M Stucco Final Subpanels; BUILDING BUILDING (Cont'd) PLUMBING . Setback Firewall Soil Piping Forms Cooling - 1st Floor Main Bldg. -Parapets Restroom Finish 2nd Floor Footings Windows -3rd Floor StemwalI Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handica ed Conformance of ex. structure A llances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel I Final Fixtures M Stucco Final Subpanels; Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES - --- - - - - - - - - - - - - - - - Elec. Service Elec" Pedestal Water Piping Sewer Gas Piping MOB16EHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) 4 ' e � , PLUMBING t ' J E PERMIT NO. 6142-77B � . 7 PERMIT EXPIRES OWNER Conrad Lewis pCONTR. owner a LOCATION (A -P. - 25-22-66 t NIS 0r& -E i-dl-ey�ffwy, app.50'W.of Stimpson Rd. Oroville CT V Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Ca I I ed JAGS JOB FINALED 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_E-i= - —Sla Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents <Z7 Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handica ed Conformance of e structure Appliances Gas Piping Temp. Gas Test Slab Final Sanitation Patio FIREPLACE Final Footings Footina ELECTRICAL Bond Beam ` i A i I FIRE SPRINKLERS I Motors Mesh MECHANICAL Grd. Fault Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final ellFinal MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REM RKS OR CORRECTIONS 2--17- 78 %h< 7-r, 4 bow` Ori To 5h,.,� -etc k W A tcz L-, t4 ejTeh�••• �✓ a �L °Tr (NOTE: An entry must be made on this form each time you visit the job site.) 0 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 Cdunty Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT `^ iaY'aoci�.a.�vva of UIe VOuffiy UI butte to enter upon the above-mentioned property for inspection purposes. X Ie Z41�� Date Signature of Permitee or /Agent Receipt No. �zX7 // White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of v the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Building permit expires Date 11—a�S_2 BUILDING OwnerSQ. FT. OCC. BUILDING VALUATION Mailing AddressIf - S s t D 'S Telephone No. Fireplace Contractor louvxlTotal Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty ' Telephone No. Permit Fee Building Address PLUMBING No.1 @ FEE RMIT FILING FEE $3.00 � t ach Trap 1.50 D� Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 � A. P. No. — Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s C. SaRi4e+iea Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA PPIk sg Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Parcel AppL0_Va:1= Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 0 — / f*— Main service 600v OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single F ily Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 00 AMP OR LESS 25.00 Main service EA. ADD'L too AMP 1.00 NEW CONST. DWELLING OC OR ADDNS. ACC. BLDGS. ) 22sgft NEW CONSTR. MULTI.OUTLET NON-RESID. BRANCH CIRCUITS)2.50ea NEW CONSTR. (POWER APPARATUS & NON•R ESID. SINGLE OUTLET CIR. 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: Ex. Occup(OUTLETS OR FIXTURES)@� BAL@1 Ex. Occup. ( OFUTLETS P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 �f I 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. ❑ 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 Vu 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 J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 TOTAL PERMIT FEE `^ iaY'aoci�.a.�vva of UIe VOuffiy UI butte to enter upon the above-mentioned property for inspection purposes. X Ie Z41�� Date Signature of Permitee or /Agent Receipt No. �zX7 // White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of v the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Building permit expires Date 11—a�S_2 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive - Oroville, California 95965 ._. Telephgnea 5344541 APPLICATION AND PERMIT aU Unn iac 10PIVOorliau vaa UI UIC l'UUnly VI DUlle lV t!""!' UpU11 ine above-mentioned property for inspection purposes. X e "X Date Signature of Permitee or Agent Receipt No. / I q_0_22 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 UBLIC WORKS By Date ;3' 7 - 9 uilding permit expires Date 3-7-7 1 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telepho (� Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee &/or Penalty - Permit Fee 0-0 PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 = OD Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. �d -Water Zoning8. Planning piping 1.50 Each gas water heater or vent 1.50 FAes Saq� Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration I Parcel Map 60' R/W Improv nts Each additional outlet .30 Building sewer 5.00 BM s ec d Parcel A roval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ .-- $ p `- ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Single Family Duplex 9 y21" P ❑ Mobil Home ❑ Others ❑ Main service Boot/ OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L too AMP 2.50 Main service OVER 600V 100 AMP OR LESS 25.00 Main service( EA. ADD'L 100 AMP 1.00 NEW CONST.OR ADDNS. C ACCDWELBL GSLING CCUP. 51) 2P.Sgft CONTRACTORS LICENSE LAWNEW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: CONSTR T NON-RESID � BRRANCANCHH CIRCUITS) 12.50ea NEW CONSTR. POWER APPARATUS a NON-RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXT11PES g L2; Ex. OCCU P•(FIXED APPLNS. OR OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 - I 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. ❑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 @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Land Development Fee $ TOTAL PERMIT FEE $ aU Unn iac 10PIVOorliau vaa UI UIC l'UUnly VI DUlle lV t!""!' UpU11 ine above-mentioned property for inspection purposes. X e "X Date Signature of Permitee or Agent Receipt No. / I q_0_22 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 UBLIC WORKS By Date ;3' 7 - 9 uilding permit expires Date 3-7-7 1 J7 t COUNTY OF BUTTE — ' DEP'A'IRaN NT OF PUBLIC WORKS 7 County Center Drive — Urovi`rle,-G,al4ornia 95965 Tel ep�one: 534-4541 APPLICATION AND PERMIT authorrce representatives or the County or Butte to enter upon the above-mentioned property for inspection purposes. Date Signature of Permitee or Agent n Receipt No. ! /'•; - t Gl `T t� White-D.P.W. - Yellow -Ass orF�ir cql s�ctor - �ld.gc!ZI can t This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work kndicat d above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By— Date r Buifding permit expires Date 3 - 7 BUILDING Owner � z T7 SQ. FT. OCC. BUILDING VALUATION Mailing Address �- r,' Telephone No. - Fireplace Contractor "" Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address C1 G1 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 le,6/ V 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.- Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F&6s q"' Sanlfatlon Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Improvements provements Lawn sprinkler system 2.00 BIdg'PTans Recd I Parcel Approval Plans Approval Permit Fee $ $ NEWADDITION ❑ ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 P i Main service 600V OR LESS 100 AMP OR LESS 5•0� Main service EA. ADD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service/ EA. ADD'L 100 AMP 1.00 NEW CONST,DWELING OR ADDNS. ( ACCLBLDGS.CCUP. &20 sq ft / NEW CONSTR. (MULTI -OUTLET NON-RESID, BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. 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: 1-70 Ex. Occup(OUTLETS OR FIXTURES)@� 100 FIXED APP LNS,D,) EA) OR P•(OUTLETS (RESI2•�� Ex. Occu JQ Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 2 S I am exempt from the Contractors License Laws of the State of California. Permit Fee $ / t0 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. ❑ 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. @ FEE PERMIT 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 authorrce representatives or the County or Butte to enter upon the above-mentioned property for inspection purposes. Date Signature of Permitee or Agent n Receipt No. ! /'•; - t Gl `T t� White-D.P.W. - Yellow -Ass orF�ir cql s�ctor - �ld.gc!ZI can t This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work kndicat d above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By— Date r Buifding permit expires Date 3 - 7 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County' Cente�,DYive — Urovi Ile, Cal ijornia 95965 Telephone: 534-4541 APPLICATION AND PERMIT A4 _ .+!UPIV0c11Lau vea UI the Uouii Iy UI butte to enter upon the above-mentioned property for inspecti n purposes. X Cc/ Date Signature oPermitee or_ge t ` Receipt No. White-D.P.W. — Yellow -Ass orir�t I�ctor — Idel>Jod� Icant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work PA d above for which fees have been paid.DIRECTOR OF P LIC WORKS By ate_ 4,6 B ding permit expires Date BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address C' �S Telephone No. Fireplace Contractor / Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address J t ld PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 Each Trap1 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 AP. . 6 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s I qeJSanl 'a Ion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA Plans DeclarationParcel Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. an'Rec d- Parcel Approval Pions Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 zfec Main service 100 AMP OR10V OR LESS5.00 t Main service EA. AOD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER soot/ 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR ADDNS. ( DWEACCLBLDGS.LING CCUP. &) 22syft NON•RESID CONSTR.NEW ( BRANCH CIRCUITS) 2.50ea NEW CON5TR POWER APPARATUS & NON.RESID. (SINGLE OUTLET CIR. A 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: Ex. Occup(OUTLETS OR FIXTURES) BAL@ I FIXED APPLNS Ex. Occup. ( OUT ETS ((RESID )REA) 2.00 DO Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 P5ZLI am exempt from the Contractors License Laws of the State of California. Permit Fee $ 7Q 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. ❑ 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 @ FEEPERMIT FILING FEE J$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 $ .+!UPIV0c11Lau vea UI the Uouii Iy UI butte to enter upon the above-mentioned property for inspecti n purposes. X Cc/ Date Signature oPermitee or_ge t ` Receipt No. White-D.P.W. — Yellow -Ass orir�t I�ctor — Idel>Jod� Icant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work PA d above for which fees have been paid.DIRECTOR OF P LIC WORKS By ate_ 4,6 B ding permit expires Date 09, BUTTE"COUNTY, DUILDIidG DEPAR'iMENT A P� p 0' V -4'-D AMERICAN !A BUILDINGS1 19 im DESIGN CALCULATIONS FOR ABC JOB # 51-1537-01 BUTTE COUNTY BUILDING DEPARTIVZNT APPROVED "- AMERICAN BUILDINGS COMPANY Elite Steel Building System 362 Sage Street Gridley, CA 95948 Gentlemen: 1620 N. Carpenter Rd. Suite D-53 Modesto, CA 95351 (209) 5784200 Fax (209) 578-1244 ,May 23, 2002 51-1537-01 Oroville, CA 95965 RF 40' X80' X13'10 This is to certify that metal building components furnished by American Buildings Company, an AISC-MB certified manufacturer, has been designed in our Modesto office and for fabrication in our Carson City, Nevada plant. The members are designed to comply with the following loads specified in the order documents: Design Loads: 1) - Metal Bldg. Dead Load (D) 2) 20 PSF Roof Live Load (L) 3) 20R PSF Frame Live Load (L) 4) 80 MPH Wind Load (W) Exp.= C I = 1.0 5) PSF Ground Snow Load (S) 1=1.0 Ce=0.7 6) Seismic Data as Follows: (E) Zone = 3 1 = 1.0 Soil Profile Type = Sd 7) 1.0 PSF Collateral Load (C) Design Load Combinations: 1)D+C+L 2)D+W 3)D+C+E/1.4 Note: This project is designed as an Enclosed Bldg. Accessories (doors, windows, etc.) by others must be designed as "components and cladding" In accordance to specific wind provisions of the referenced Building code Please note that unless otherwise specified on your Purchase Order, American Buildings Company Serviceability Standards (1996 MBMA/AISC criteria) will be used for design and fabrication of your order. These design loads and combinations are applied in accordance with The Uniform Building Code, 97 Edition (UBC 97). The design is in general accordance with the A.I.S.C. (Ninth Edition) and A.I.S.I. (1986) specifications with 1989 addendum. This certification is limited to the structural design of the framing and covering parts manufactured by American Buildings Company and as specified in the contract. Accessory items such as doors, windows, louvers, translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by American Buildings Company such as foundations, masonry walls, mechanical equipment and the erection and inspection of the building. The building should be erected on a properly designed foundation in accordance with The American Buildings Company Erection Manual and American's drawings for the referenced job. The undersigned is not the engineer of record for the overall project. Sincerely, Wei Wang Registered Engineer, State of California /Q�pFESSIp ql 22 `—" 0.62269 rr Exp.09-M 5 \ OF 0 JL ..R&s,_r s_s_ .mow. AMERICAN BUILDINGS COMPANI CONTENTS SECTION 1, General Introduction and General Design Approach 1.1 Figure 1 - Clear Span Rigid Frame Building 1.2 Selected References 1.3 SECTION 2, Rigid Frame Explanations and Methods of Analysis 2.1-2.3 Lateral Deflection of Frames 2.4 Rigid Frame Analysis SECTION 3, Endwalls and Rod Bracing Explanations and Methods of Analysis 3.1 Figure 4 - Column and Beam Endwall Bracing 3.2 Figure 5 - Column and Beam Endwall Rod Bracing 3.3 Nomenclature 3.4 Endwall Frame Analysis SECTION 4, Purlin and Girt Section Properties 4.1 Purlin and Girt Analysis SECTION 5, Panels Panel Profiles and Engineering Properties (LongSpan III) 5.1 Panel Profiles and Engineering Properties (LongSpan) 5.1 a Panel Profiles and Engineering Properties (Architectural III) 5.2 Panel Profiles and Engineering Properties (Architectural) 5.2a Panel Profiles and Engineering Properties (Architectural "V" Rib) 5.2b Panel Profiles and Engineering Properties (Standing Seam II) 5.3 Panel Profiles and Engineering Properties (Standing Seam 360) 5 3a Panel Profiles and Engineering Properties (Shadow) Panel Profiles and Engineering Properties (16" Loc -Seam) 5.5 5.6 Panel Profiles and Engineering Properties (12" Loc -Seam) Panel Profiles and Engineering Properties (Multi -Rib) 5.7 Panel Profiles and Engineering Properties (Seam Loc) 5.8 SECTION 6, Miscellaneous Standard Specifications 6.1 • 1 Notes for ABC Job # 51-1537-01 Elite Steel Building System 1. The framings at left endwall(frame line 1) and right endwall(frame line 4) are not designed to accommodate future additions. Reactions corresponding to this frame line reflect loadings for actual tributary area and are not intended to include future modifications unless explicitly noted otherwise. 2. New building is designed as an enclosed building. 3. ABC has provided a capacity of 1.0 PSF uniform collateral load. No special provisions have been made for concentrated point loads on frame rafters or purlins. 4. It is the responsibility, of the Engineer Of Record (E.O.R.), to ensure that all structural systems and components not by ABC interact compatibly with ABC structural systems and components. See calculation package for deflections and specifications of ABC materials and components. 5. ABC has provided new structure(s) according to the ABC purchase order and company standards. ABC is not responsible for verifying that ABC's design and detailing is compatible with materials by others. 2 Job#: 51153701 AMERICAN BUILDINGS COMPANY GENERAL DESIGN LOADING INFORMATION Building Code: 1997 Uniform Building Code Roof Dead Load = 1.50 psf Collateral Load = 1.00 psf Basic Roof Live Load = 20.00 psf with tributary area reduction check Building Use Category: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■ 4 Standard Occupancy Structure Snow Importance Factor = 1.000 Snow Exposure Category: 1 Roofs located in generally open terrain 2 Structures located in densely forested ■ 3 All other structures Snow Exposure Factor = 0.700 Ground Snow Load = 0.00 psf Basic Roof Snow Load = 0.00 psf extending for 1/2 mile or more or sheltered areas Design Wind Velocity = 80.00 mph Page LOAD -1 Wind Exposure Category: Thu May 23 11:52:52 2002 Ver. 16.1 AMERICAN BUILDINGS COMPANY GENERAL DESIGN LOADING INFORMATION Building Code: 1997 Uniform Building Code Roof Dead Load = 1.50 psf Collateral Load = 1.00 psf Basic Roof Live Load = 20.00 psf with tributary area reduction check Building Use Category: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■ 4 Standard Occupancy Structure Snow Importance Factor = 1.000 Snow Exposure Category: 1 Roofs located in generally open terrain 2 Structures located in densely forested ■ 3 All other structures Snow Exposure Factor = 0.700 Ground Snow Load = 0.00 psf Basic Roof Snow Load = 0.00 psf extending for 1/2 mile or more or sheltered areas Design Wind Velocity = 80.00 mph Wind Exposure Category: B Terrain with buildings, forest, or surface irregularities ■ C Terrain which is flat and generally open to 1/2 mile or more from site D Flat and unobstructed coastal areas exposed to wind flowing over water Wind Importance Factor = 1.000 Design Wind Velocity Pressure (q) = 17.88 psf (components) Design Wind Velocity Pressure (q) = 17.88 psf (primary framing) Main Frame Windforce Distributions: C1 C2 C3 C4 Case#1 0.800 -0.900 -0.700 -0.500 Case#2 0.800 0.300 -0.700 -0.500 Seismic Zone = 3 Seismic Importance Factor = 1.000 Deflection Limit for Roofs = L/150 Maximum Limiting Check Ratio = 1.03 AISI Code Option = 2 Lap Option Sn; t = sok Deflection Limit for Walls = L/90 Plate/Bar Yield Strength = 55.00 ksi = 2 Bending+Shear Option = Y 3 ` V�V Module amed Openings Calculations tuber 511537 Engineer ❑✓ RSW BAY ❑ LEW BAY ❑ REW BAY ❑ No Stress Increase MSA SECONDARY FRAME OUTPUT Span length (column to column) 25.00 ft Door width 12.00 ft Door Height 12.00 ft Distance from left column to ls1 jamb 6.50 ft Distance from header to jamb support 1.50 ft Ht. of the girt/eave after jamb support 13.83 ft Deflection (standard is U90 for 50 yr. wind) L/240 Wind pressure (50 yr. wind) 17.90 psf Suction coefficient -0.90 Pressure coefficient 0.90 Suction -16.11 psf Pressure 16.11 psf Design spacing 1.98 in Allowable Stress Ratio 1.03 Wall Girt Depth OO 8" 09.5" 012" PANEL CONDITION (ABC design manual Section 6 Page 2) Nested (2) Girts ? ❑ No Stress increase = 1.33 Jamb Support(s) R= 0.5 Use Hot -Rolled Channels? * Yes 0 No 1 - both sides with panel 0.5 - one side with panel Distance Between Lateral Supports (in) 144 in Header R = 0.4 *Jambs R = 0.4 Channel Depth Selection 0• C8 0 C9 0 C10 1 - both sides with panel 0.4 - one side with panel Use Hot Rolled Jambs? ❑ No Use Different Depth Jamb Support? ❑ No Use Different Depth Jambs? ❑ No Maximum Girt Spacing = 7.5 ft Recommended Member For Jamb Support(s) C8 x 11.5 Stress Ratio= 0.81 An,,., = L / 343 Recommended Minimum Member Size For Jambs 8014 Stress Ratio= 1.02 A,,,. = L / 410 Recommended Minimum Member Size For Header 8C14 Stress Ratio= 0.07 An. = L / 7204 minimum 14 gage torjamo ana neaaer All members are designed as simple span. The reduced sectional properties were used for cold formed members. (ABC design manual Section 6 Page 18) � sect Per Y Next Girt I Eavei4 �14 e 37 83 001411 , %ov, .. J FRAMED OPENING CALCULATION 05232002 1:12 PM E80S2� C8X11.5 / Jamb Support Ik /8 Connection Plate (6)1/2"0 A325 BoltEave Strut Bracket Each End Column 1/2"'M—ajXL—j L112' Max. r —A /— E80S2 C8X11.5/ Jamb Support 3/8 Connection Plate (8)1/2"0 A325 Bo[tT- i Eave Strut Bracket Each End RF Column 1/2" Max L112' Max. E80Sn 3/8" Connection Plate C8x11 MIL trut Bracket Jamb Support Connection Detail Colurrr • LI Endwall Frame Rafter Round Holes 1/4" bended clip W/ (4) 1 /2"dia. A325 bolts 9/16" X 3" Vertical Slot on Clip or Web Jamb (or Column) Jambs To Rafter Connection Add Frame Bracing C adjacent purlins in int clip W/ (4) 1/2" dia. A325 bolts Girt To Column Connection 7 American Buildings Company 4-0 so05/23/2002, 10:37 AM W8x13 Fy = 50 ksi F„ = 65 ksi Section Properties SINGLE -SPAN BEAM LOADING ANALYSIS Job Number: 511537 Axial Stress Description: Corner Column Weak Axis Bending Designer: WW Full ix = 39.60 in Span Length 13.00 Ib Max. Shear= 1.77 kips 35.71 in L = 14.00 ft. 7.99 in Max. Moment= 6.20 kip -ft at X= 7.00 ft End Moments (Kip-lt) Dist. X, jt. Point Loads. kips Dist. X, ft. Define Unsupported Segments for C b Calculation Sy = 1.37 M, = 0.00 0.00 PI = 0.00 0.00 X, XI Mt MIMI M1 Cb ry = M1 = 0.00 0.00 P2 = 0.00 0.00 0.00 14.00 0.00 6.20 0.00 1.00 Distributed Loading P3 = 0.00 0.00 0.00 14.00 0.00 6.20 0.00j 1.00 w, = 0.240 kips/ft. P4 = 0.00 0.00 L! 882 W2 = 0.240 kips/ft. P5= 0.00 0.00 Partial Distributed Loading P6 = 0.00 0.00 w, kips/ft Dist. A Dist. B P7 = 0.00 0.00 LOADING DIAGRAM (Kips) 0.00 0.00 0.00 P8 = 0.00 0.00 0.00 0.00 0.00 P9 = 0.00 0.00 0.00 0.00 0.00 P10= 0.00 0.00 Final Design Requirements Load includes dead weight of beam. ' 2 4 6 8 10 12 1 16 Axial Load, P = 1.00 kips X Axis Moment, Mx = 6.20 kip -ft 1.77 -1.77 Y Axis Moment, My = 2.20 kip -ft Shear, V = 1.77 kips Ly= 14.00 ft C6= 1.00 1.8 SHEAR (Kips) L6 = 14.00 ft C„ = 1.00 Kx = 1.00 C,ny = 1.00 Ky = 1.00 W8x13 Fy = 50 ksi F„ = 65 ksi Section Properties Combined Axial and Bending Stress Ratio Axial Stress Area = 3.84 int Full ix = 39.60 in Weight = 13.00 Ib Eff. Ix = 35.71 in Depth = 7.99 in Eff. Sx = 8.94 in ly = 2.73 in r, = 1.01 Sy = 1.37 in r,�y,,;,, = 1.37 r,= 3.21 Q, = 1.00 (Eq. A -B5-3) ry = 0.84 Qa = 1.00 (Eq. A -B5-8 & 10) DC/lection Maximum Deflection is -0.190 in Location, X = 7.00 ft Deflection Ratio = L! 882 OX 6.20 5.95 5.95 5 MOMENT (Kip -Feet) 0 2 4 6 8 10 12 14 16 0 2 4 6 8 10 DEFECTION (Inched) >-0.06 Combined Axial and Bending Stress Ratio Axial Stress fe= 0.26 ksi Fa= 5.01 ksi (E2-2) 0.99 (Chap. H, Eq. (H1-3)) 0� -0.06 -0 11 -0.15 -0.18 Tension Flange Bending Stress -0.18 -0.15 -0.11 Weak Axis Bending Stress -0.19 (Allowable stresses are increased by 1.33 due to wind/seismic load) Combined Axial and Bending Stress Ratio Axial Stress fe= 0.26 ksi Fa= 5.01 ksi (E2-2) 0.99 (Chap. H, Eq. (H1-3)) Strong Axis Bending Stress fbx = 8.32 ksi Fbx = 15.14 ksi (Fla) Shear Stress Ratio = 0.04 Tension Flange Bending Stress fbx, = 8.32 ksi F6x, = 40 ksi (Fla) Weak Axis Bending Stress fby = 19.27 ksi Fby = 50 ksi (F2-1) _ Shear Stress f = 0.96 ksi F,. = 26.67 ksi (F4-1) BM COL97 1.06.xls. Version 1.06 .. V Page of SECTION 1 • INTRODUCTION • 9 American Bgs Company Plant Locations"ufaula, - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH The information contained within the pamphlet is a technical description of an American metal building. It represents the application of the most modem methods of mathematics and engineering to the design of a building. Its purpose is to provide interested reviewers with the necessary design calculations, and other documentation required to readily verify structural integrity. Figure 1 is a drawing of an American building, illustrating the typical load carrying members; i.e., rigid frames, endwalls, purlins, girts, bracing and panels. A clear span rigid frame building was selected for this purpose; however, any of American's other standard designs, as described in the standard specifications for American Buildings Company pre-engineered Metal buildings, could also have been used to illustrate the basic building components. All designs are in strict accordance with the latest editions of AISC and AISI specifications, whichever is applicable. The stress distributions in all load carrying members are obtained by the most applicable methods of the universally accepted elastic theory, as applied to indeterminate structures. A digital computer is used for many of the complex and laborious design calculations. American buildings are designed to meet the most severe conditions of load combinations set by the specified building code, but not less than the following: a) Building dead plus roof live load (or snow) uniformly distributed over the horizontal projection of the roof area. b) Building dead load plus wind load applied as pressure and suction normal to the building surfaces. • c) Building dead load plus wind load plus 1/2 roof snow load. d) Building dead load plus roof snow load plus 1/2 wind load. Other combinations and applications of loads are incorporated into the design of a building when required. Occasionally these special design conditions can not be handled through one of our standard design formats. If this occurs, special hand calculations will be included. Subsequent sections of this report present the detailed design calculations and their necessary explanations. These are Section 2, Rigid Frame; Section 3, Column and Beam Endwall; Section 4, Purlins and Girts; Section 5, Roof and Wall Panels and Section 6, Miscellaneous and Special Conditions. 10 SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE SEPTEMBER 1, 1997 Section 1 Page 1 CLEAR SPAN RIGID FRAME BUILDING TO CHANGE WITHOUT NOTICE!_ __. EFFECTIVE SEPTEMBER 1, 1 r� U American BVaugs Company Plant Locations- Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH 1) Manual of Steel Construction, A.I.S.C. 1989, Ninth Edition. 2) "Single Span Rigid Frames in Steel", by John D. Griffiths, A.I.S.C., 1984. 3) Specifications for the Design of Cold Formed Steel Structural Members, A.I.S.I., 1986 Edition with 1989 supplement. 4) Structural Steel Design, by L.S. Beedle, et al, Fritz Engineering Laboratory, Civil Engineering Department, Lehigh University, 1962. 5) "Recommended Design Practices Manual", Metal Building Manufacturers Association, 1990 supplement. 12 SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE SEPTEMBER 1, 1997 Section 1 .- M SECTION 2 • 0 RIGID FRAMM SECTION • 13 r American 8 utaugs Company Plant Locations: I , - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH Rigid frame analysis and design is a very exacting task. American Buildings Company has developed a computer program that permits detailed analysis and design to be performed for steel frames. The following is a brief, description of this program. Essentially the program combines the STIFFNESS METHOD of structural design theory with MATRIX mathematics operations. All of this is possible by the utilization of digital computer capabilities. The inherent speed of the computations permits the use of elaborate mathematical techniques which would be impossible by hand computations. These techniques along with the completely rigorous structural theory approach give technically precise and accurate results. The program consists of seven portions which are as follows: • 1) Geometry input n U 2) Loading input and Stiffness Computation 3) Equivalent Forces Computations 4) Solution for Displacements 5) Reactions and Member Force Computation 6) Stress Analysis 7) Design Decisions Geometry: The general structural configuration that the program can analyze or design is depicted in Figure 2. It shows a gable frame with vertical sidewalls, and a roof sloping downward on both sides of the ridge. The rafters may be supported at intermediate points by interior columns. Each sidewall column or rafter may be composed of a number of segments; these segments may be prismatic or tapered, with "I" shaped cross-sections. The interior columns must be prismatic, but may be "I"sections or pipes. The bases of sidewalls and interior columns may be at different levels. The left and right sidewall heights and roof slopes may be unequal. 14 SUBJECT_TO CHANGE_WITHOUT. NOTICE _- . EFFECTIVE SEPTEMBER 1, 1997 Section 2 Page 1 CJ American B�gs Company Plant Locations. 1 , Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH FIG_ . Typical Configuration of Frame Support and Loadings: The column bases may be specified pinned or fixed; the tops of interior columns may be specified pinned or fixed to the rafters. Uniformly distributed dead and live loads and wind loads are considered to be transmitted to the frame at and by the girls and purlins which are at specified spacings. In addition, concentrated forces and moments may be specified at any location on the frame, thus permitting the inclusion of overhangs, cranes, and bracket loads, etc.. Input: The input to the program consists of information on building geometry, web depths at critical locations, column locations, girls and purlins, loading descriptions, material properties and stress criteria. If analysis only is required, the member cross-section details are input. If it is to be designed, inventories of flanges sizes and web thicknesses, and pipe sizes are used. 15 SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE SEPTEMBER 1, 1997 American B11taugs Company Plant Locations- Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH Analysis: In the analysis option no decision making is done concerning member selection. From the information supplied, which includes all member sizes, the program develops the precise centerline geometry of the frame. The analysis is carried out on the line configuration, composed of straight line segments ("Members") defined by the joints and other junction points called "Nodes". All the loads are transformed into equivalent. forces and moments and applied at Node Points. The direct stiffness method of matrix structural elastic analysis is adopted. The member stiffnesses are computed, and superposed to yield the force -displacement relations for the entire frame. Stiffness coefficients and equivalent end actions for tapered members are obtained by numerical analysis. The Nodal displacements for the specified support and loading conditions are solved by a matrix block recursion routine. The support reactions and member end forces and moments are then calculated. Finally, the most critical and shear stresses along each member are computed, and checked against allowable criteria according to AISC Specifications. The most critical stresses are those with the greatest ratio when compared to allowable stresses. The program analyzes the frame for each specified loading combination. Design: In the design option, a frame is determined by an iterative process of analysis and design. Initiated by the Analysis of a frame approximated from the specified flange, web and pipe inventories, the design proceeds in cycles of analysis, criteria checks, selection of fresh sections, and reanalysis until a satisfactory frame is obtained. When the design is complete, the program will analyze and check the frame for each specified loading • combination. Output: The output may be requested at various levels of detail. The basic output consists of a listing of input data, centerline geometry, reactions, member end reactions, Nodal displacements, member sizes, criteria checks, bolted connections, anchor bolts and base plates. More exhaustive information may be extracted if desired. 1.6 SUBJECT TO CHANGE WITHOUT.NOTICE_,..,_.___ - -- EFFECTIVE SEPTEMBER 1, 1997 Section 2 Page 3 American�gs Company Plant Locations: ufau , AL - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS -Rocky Mount, NC - Jamestown, OH In accordance with section C5.6, Metal Building Manufacturers Association (MBMA/1186), many metal building systems are designed with moment -resistant frames aligned in the transverse direction to resist lateral loading. Experience has shown that the lateral deflection of the frames under wind loading is far less than predicted by the usual analytical procedures. Consideration of just three factors undoubtedly accounts for most of this apparent anomaly: 1) drift calculations are traditionally based on full design loads, 2) the usual analytical procedures are based on "bare" frames (skin • action of the roof diaphragms is neglected) and the moment -rotation stiffnesses of the "pinned" bases are taken as zero, and Ll 3) load sharing has not been taken into account. Bare frame deflections are given on the computer printout for each node point. By considering the complete metal building system, the lateral deflection could be reduced to as much as 1/10 of that for the bare frame. The lateral deflection limitation is based upon the judgment of the design engineer unless specified otherwise. 17 SUBJECT TO CHANGE WITHOUT NOTICE_ . _ _ EFFECTIVE SEPTEMBER 1, 199Section 2 Page 47 Job Name C:\ABCP\FRAMES\510701.01A as GESTAD -- INPUT ECHO ******************** COLUMNS CARD NO. (.01 -10.)(.11 -20.)(.21-30.)(.31-40.)(.41-50.)(.51-60.)(.61-70.)(.71-80.) JOB NAME AND NUMBER :- RF@FL-2,.3,4 51153701 ----------------------------------------------------------------------- KTY KSY KPR KAN NCY INV NDC= 1 0 0 1 0 1 5 2 1 KUN FYF FYW DEF EXC RSB AFL EHL EHR AOH ITF NDC= 2 1 55.0 55.0 0.030 0.050 0.000 0.000 13.833 13.833 3.1 0 2 XWR YWR FRS NWL NRS NWR NIC MRC NBS NTC SPW SPT NDC= 3 40.000 0.000 25.000 1 2 1 0 0 1 1 0.000 0.000 3 SWL TWL DWL EWL FSL WSL KWL LWL IWL NGL NDC= 4 13.833 0.000 10.000 15.000 55.0 55.0 1 2 0 3 4 NSL BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250 0.134 5.000 0.250 0.000 0.000 5 DGL GL1 GL2 GL3 GL4 GL5 NDC= 7 8.000 42.000 48.000 76.000 0.000 0.000 7 XT TT DT ET FST WST KT LT LTB LTC IT NP NDC= 9 0.000 4.000 15.000 15.000 55.0 55.0 1 0 1 0 1 3 9 NSL BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250 0.134 5.000 0.250 0.000 0.000 5 NSL SS DS FSS WSS KS LS LSB NDC= 6 1 5.770 15.000 0.0 0.0 1 0 0 6 NSL BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 5.000 0.250 0.134 5.000 0.250 0.000 0.000 5 DP PU1 PU2 PU3 PU4 PU5 NDC=10 8.000 18.000 48.000 60.000 0.000 0.000 10 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + C + L 1.000 0 0 0 0 1 20 UD UL UW KW NDC=21 3.500 12.000 0.000 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.000 0.000 0.000 0.000 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + W1-> 1.330 0 0 0 0 1 20 UD UL UW KW NDC=21 2.500 0.000 17.880 1 21 0 CW1 CW2 CW3® CW4 CWS CW6 NDC=22 0.800 -0.900 -0.700 -0.500 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + W2-> 1.330 0 0 0 0 1 20 UD UL UTA KW NDC=21 2.500 0.000 17.880 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.800 0.300 -0.700 -0.500 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + W1//RIDGE 1.330 0 0 0 0 1 20 UD UL UW KW NDC=21 2.500 0.000 17.880 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 -0.700 -0.700 --0.700 -0.700 0.000 0.000 22 ------=------ LOD------------- SFL KL ND NK NY KA NDC=20 D + C + E/1.4-> 1.330 0 0 1 0 0 20 UD UL UW KW NDC=21 3.500 0.000 0.000 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.000 0.000 0.000 0.000 0.000 0.000 22 NSL SK FK1 FK2 FK3 LK NDC=24 1 20.000 1.000 0.000 0.000 2 24 FRAME SELF -WEIGHT AS APPLIED DEAD LOAD MEMBER MEMBER WEIGHT CONNECTION WEIGHT (lbs) (lbs) 1 183.5 26.2 2 77.9 3 228.5 22.4 4 228.5 5 77.9 26.2 6 183.5 Total: 979.9 74.8 19 0ERICAN BUILDINGS CO. P.O. BOX 800 EUFAULA, ALABAMA 36072 Job Name: C:\ABCP\FRAMES\51153701.01A 05/23/02 11:26 AM Ver. 16.1 STEEL FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCORDANCE WITH 89 AISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - - RF@FL-2,3,4 51153701 FRAME WIDTH BAY SPACING ROOF SLOPES INT. COLUMNS MEMBERS NODES 40.000 ft. 25.000 ft. 2 0 6 7 LEFT WALL --------------- NODE BASE 1 EAVE 2 ROOF SLOPE 1 --------------- NODE LEFT END 2 SPLICE 3 RIGHT END 4 ROOF SLOPE 2 --------------- NODE LEFT END 4 SPLICE 5 RIGHT END 6 RIGHT WALL --------------- NODE EAVE 6 BASE 7 SLOPE W/VERT. 0.000/ 12.0 LOCATION 0.000 ft. 13.833 ft. SLOPE W/HORIZ. 4.000/ 12.0 LOCATION 0.000 ft. 5.770 ft. 20.000 ft. SLOPE W/HORIZ, -4.000/ 12.0 LOCATION 20.000 ft. 34.230 ft. 40..000 ft. SLOPE W/VERT. 0.000/ 12.0 LOCATION 13.833 ft. 0.000 ft. GIRT DEPTH 8.00 in. WEB DEPTH 10.000 in. 15.000 in. PURLIN DEPTH 8.00 in. WEB DEPTH 15.000 in. 15.000 in. 15.000 in. TYP. GIRT SPACE 76.00 in. CONNECTION PINNED RIGID TYP. PURLIN SPACE 60.00 in. CONNECTION RIGID RIGID RIGID PURLIN DEPTH TYP. PURLIN SPACE 8.00 in. 60.00 in. WEB DEPTH CONNECTION 15.000 in. RIGID 15.000 in. RIGID . 15.000 in. RIGID GIRT DEPTH TYP. GIRT SPACE 8.00 in. 76.00 in. WEB DEPTH CONNECTION 15.000 in. RIGID 10.000 in. PINNED 20 Job.Name: C:\ABCP\FRAMES\503701.01A BUILDING -- RF@FL-2,3,4 MEMBER SIZES 05/23/02`- 11:26 AM Ver. 16.1 51153701 21 * * * WEB - OUTER FLANGE * WEB * INNER FLANGE * FLANGE * YIELD STRESS MEMBER WIDTH THICK. * THICK. * WIDTH THICK. * WELD * FLANGE WEB (in.) (in.) * (in.) * (in.) (in.) * (in.) * (ksi) (ksi) 1 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 55.0 55.0 2 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 55.0 55.0 3 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 55.0 55.0 4 5..00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 55.0 55.0 5 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 55.0 55.0 6 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 55.0 55.0 21 Job Name: C:\ABCP\FRAMES\503701.01A BUILDING -- RF@FL-2,3,4 NODE COORDINATES NODE X Y (in.) (in.) 1 13.50 0.00 2 16.00 154.47 3 71.61 173.00 4 240.00 229.13 5 408.39 173•.00 6 464.00 154.47 7 466.50 0.00 05/23/020 11:26 AM Ver. 16.1 51153701 22 Job Name: C:\ABCP\FRAMES\#3701.01A BUILDING RF@FL-2,3,4 05/23/00 11:26 AM Ver. 16.1 51153701 LOAD COMBINATION 1 --- D + C + L ALLOWABLE STRESS FACTOR = 1.00 1989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 12..00 0.00 3.50 0.00 0.00 0.00 0.00 MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1 1 2 8.32 -2.60 -0.00 -8.14 2.60 -33.49 2 2 3 4.85 5.91 133.67 -4.29 -4.22 -7.47 3 3 4 4.29 4.22 7.47 -2.60 0.85 21.28 4 4 5 2.60 0.85 -21.28 -4.29 4.22 -7.47 5 5 6 4.29 -4.22 7.47 -4.85 5.91 -33.67 6 6 7 8.14 2.60 33.49 -8.32 -2.60 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 2.73 8.28 -0.00 2 7 -2.73 8.28 0.00 0') ►w 23 Job Name: C:\ABCP\FRAMES\'43701.01A BUILDING -- RF@FL-2,3,4 LOAD COMBINATION 2 --- D + Wl-> ALLOWABLE STRESS FACTOR = 1:33 UNIFORM LOADS LIVE WIND DEAD (psf) (psf) (psf) 0.00 17.88 2.50 05/23/029 11:26 AM Ver. 16.1 51153701 1989 AISC/ASD * WIND COEFFICIENTS * * Cl C2 C3 C4 * 0.80 -0.90 -0.70 -0.50 24 MEMBER END ACTIONS * NODE I * NODE J MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1 1 2 -7.11 5.25 -0.00 7.24 -2.15 45.58 2 2 3 -3.33 -5.66 -45.55 3.44 4.13 19.78 3 3 4 -3.44 -4.13 -19.78 3.77 -0.47 -12.35 4_ 4 5 -3.29 -1.91 12.35 2.96 -1.45 -11.92 5 5 6 -2.96 1.45 11.92 2.85 -2.57 -0.71 6 6 7 -3.92 -0.81 0.68 3.71 -1.12 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 -5.37 -7.03 -0.00 2 7 -1.06 -3.72 0.00 24 25 Job Name: C:\ABCP\FRAMES\Sik3701.01A 05/23/0 11:26 AM Ver. 16.1 BUILDING -- RF@FL-2,3,4 51153701 LOAD COMBINATION 3 --- D + W2-> ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 0.00 17.88 2.50 4 0.80 0.30 -0.70 -0.50 MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1 1 2 -0.53 5.42 -0.00 0.66 -2.32 47.76 2 2 3 -1.30 -0.75 -47.73 1.41 1.70 42.67 3 3 4 -1.41 -1.70 -42.67 1.75 4.57 -1.23 4 4 5 1.35 -4.73 1.23 -1.68 1.37 -42.51 5 5 6 1.68 -1.37 42.51 -1.80 0.25 -45.08 6 6 7 0.28 2.63 45.05 -0.49 -4.57 -0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 -5.43 -0.44 0.00 2 7 -4.57 0.42 0.00 25 Job Name: C:\ABCP\FRAMES\ 3701.01A 05/23/0 11:26 AM Ver. 16.1 BUILDING -- RF@FL-2,3,4 51153701 LOAD COMBINATION 4 --- D + W1//RIDGE -0.84 ALLOWABLE STRESS FACTOR 1.33 1989 AISC/ASD UNIFORM LOADS * * WIND COEFFICIENTS NODES * * SHEAR LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) (kips) (kips) 0.00 17.88 2.50 1 -0.70 -0.70 -0.70 -0.70 MEMBER END ACTIONS NODE J SHEAR MOMENT (kips) * -2.28 NODE I 1.60 1.82 -1.76 -0.84 -1.60 * -2.72 13.77 * 0.00 MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL I J * (kips) (kips) (kip -ft) * (kips) 1 1 2 -4.47 -0.42 0.00 4.70 2 2 3 -4.79 -2.72 -13.77 4.90 3 3 4 -4.90 -1.60 -1.82 5.23 4 4 5 -5.23 -1.76 0.84 4.90 5 5 6 -4.90 1.60 -1.82 4.79 6 6 7 -4.70 -2.28 -13.80 4.47 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) 1 1 0:35 -4.48 -0.00 2 7 -0.35 -4.48 -0.00 NODE J SHEAR MOMENT (kips) (kip -ft) -2.28 13.80 1.60 1.82 -1.76 -0.84 -1.60 1.82 -2.72 13.77 -0.42 0.00 26 27 Job Name: C:\ABCP\FRAMES\-#3701.01A 05/23/0 11:26 AM Ver. 16.1 BUILDING -- RF@FL-2,3,4 51153701 LOAD COMBINATION 5 --- D + C + E/1.4-> ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ASD UNIFORM LOADS * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (psf) (psf) (psf) 0.00 0.00 3.50 0.00 0.00 0.00 0.00 * * CONCENTRATED LOADS * * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT * (ft.) * (kips) (kips) (kip -ft) 1 2 20.00 1.00 0.00 0.00 MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (kips) (kips) (kip -ft) * (kips) (kips) (kip -ft) 1 1 2 1.77 -0.18 0.00 -1.59 0.18 -2.32 2 2 3 0.62 1.22 2.36 -0.48 -0.78 2.84 3 3 4 0.48 0.78 -2.84 -0.04 0.53 5.49 4 .4 5 1.31 -0.11 -5.49 -1.75 1.42 -6.68 5 5 6 1.75 -1.42 6.68 -1.89 1.86 -15.02 6 6 7 2.62 1.17 14.98 -2.80 -1.16 0.00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (kips) (kips) (kip -ft) l 1 0.21 1.77 0.00 2 7 -1.21 2.78 0.00 27 Job Name: C:\ABCP\FRAMES\5 3701.01A 05/23/0 11:26 AM Ver. 16.1 BUILDING -- RFQFL-2,3,4 51153701 MAXIMUM STRESS RATIOS -89 AISC ALLOWABLE STRESS DESIGN OUTER FLANGE * WEB * INNER FLANGE * OUTER FLG WEB SHEAR INNER FLG MEM WIDTH THICK * THICK * WIDTH THICK * RATIO LOAD RATIO LOAD RATIO LOAD (in) (in) (in) (in) (in) 1 5.00. 0.2500 0.1345 5.00 0.2500 0.566 3 0.207 3 0.590 1 2 5.00 0.2500 0.1345 5.00 0.2500 0.634 3 0.424 1 0.792 3 3 5.00 0.2500 0.1345 5.00 0.2500 0.532 3 0.303 1 0.760 3 4 5.00 0.2500 0.1345 5.00 0.2500 0.532 3 0.303 1 0.760 3 5 5.00 0.2500 0.1345 5.00 0.2500 0.634 3 0.424 1 0.792 3 6 5.00 0.2500 0.1345 5.00 0.2500 0.566 3 0.207 3 0.590 1 Job Name:-C:\ABCP\FRAMES\ 53701.O1A 05/23/02 11:26 AM Ver. 16.1 BUILDING -- RF@FL-2,3,4 51153701 BOLTED SPLICE SUMMARY PLATE * BOLTS WIDTH/ * * CONNECTION RESISTANCE *MOM. _ _ THICK. * ROWS GAGE DIA. * TENSION COMPRES. MOMENT * ARM YT YC NODE (in.) * LINES (in.)* (kips) (kips) (kip -ft) *(in.) (in.) (in.) 2 5.00X TOP 2 2 0.750 32.4 39.8 40.6 13.52 5.27 0.32 0.500 BOT. 1 2 0.750 38.1 36.7 45.6 14.63 4.25 0.22 4 5.00X TOP 2 2 0.750 29.5 29.6 38.5 15.60 0.60 0.13 0.375 BOT. 2 2 0.750 29.5 32.3 40.2 15.60 0.60 0.13 6 5.00X TOP 2 2 0.750 32.4 39.8 40.6 13.52 5.27 0.32 0.500 BOT.1 2 0.750 38.1 36.7 45.6 14.63 4.25 0.22 -a C) dEck 6 k 29 Job Name: C:\ABCP\FRAMES\5ik3701.01A 05/23/0 11:26 AM Ver. 16.1 BUILDING.-- RF@FL-2,3,4 51153701 FRAME SUPPORTS * BASE PLATE * ANCHOR BOLTS * THICKNESS WIDTH LENGTH * NO. DIAMETER AREA SUP. * NODE (in.) (in.) (in.) * (in.) (int) 1 1 0.375 6.000 11.000 4 0.750 1.767 2 7 0.375 6.00.0 11.000 4 0.750 1.767 �lff REACTIONS BRACING BOLT RESISTANCE HORIZ. VERTICAL MOMENT SHEAR SHEAR TENSION NODE LOAD (kips) (kips) (kip -ft) (kips) (kips) (kips) 1 1 2.73 8.28 -0.00 0.00 17.67 35.34 2 -5.37 -7.03 -0.00 0.00 23.50 47.01 3 -5.43 -0.44 0.00 0.00 23.50 47.01 4 0.35 -4.48 -0.00 0.00 23.50 47.01 5 0.21 1.77 0.00 0.00 23.50 47.01 7 1 -2.73 8.28 0.00 0.00 17.67 35.34 2 -1.06 -3.72 0.00 0.00 23.50 47.01 3 -4.57 0.42 0.00 0.00 23.50 47.01 4 -0.35 -4.48 -0.00 0.00 23.50 47.01 5 -1.21 2.78 0.00 0.00 23.50 47.01 �lff Job Name: C:\ABCP\FRAMES\ 3701.01A 05/23/00 11:26 AM Ver. 16.1 BUILDING -- RF@FL-2,.3,4 51153701 NODAL DISPLACEMENTS 31 LOAD 1 - D + C + L LOAD 2 - D + W 1- > HORIZONTAL VERTICAL ANGULAR HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) (RAD.) (in.) (in.) (RAD.) 1 0.000 0.000 0.005 0.000 0.000 -0.014 2 -0.284 -0.006 -0.003 1.389 -0.013 -0.002 3 -0.203 -0.255 -0.005 1.375 0.035 0.003 4 -0.000 -0.879 -0.000 1.194 0.593 0.002 5 0.203 -0.255 0.005 1.109 0.325 -0.005 6 0.284 -0.006 0.003 1.009 0.021 -0.006 7 0.000 0.000 -0.005 0.000 0.000 -0.007 LOAD 3 - D + W2-> LOAD 4 - D + W1//RIDGE HORIZONTAL VERTICAL ANGULAR HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) t (RAD.) (in.) (in.) (RAD.) 1 0.000 0.000 -0.023 0.000 0.000 -0.000 2 2.690 -0.043 -0.010 0.064 0.005 0.001 3 2.813 -0.409 -0.004 0.043 0.073 0.002 4 2.661 0.056 0.006 0.000 0.224 0.000 5 2.788 0.445 -0.004 -0.043 0.073 -0.002 6 2.653 0.042 -0.010 -0.064 0.005 -0.001 7 0.000 0.000 -0.022 0.000 0.000 0.000 LOAD 5 - D + C + E/1.4-> HORIZONTAL VERTICAL ANGULAR NODE (in.) (in.) (RAD.) 1 0.000 0.000 -0.001 2 0.235 -0.006 -0.002 3 0.270 -0.110 -0.002 4 0.308 -0.227 0.001 5 0.374 -0.021 0.001 6 0.382 0.003 -0.000 7 0.000 -0.000 -0.004 31 Job Name: C.:\ABCP\FRAMES\5f3701.01A BUILDING -- RF@FL-2,3,4 IZ IZFB 1 0 2 1 3 2 4 1 5 0 6 1 7 3 8 3 9 1 10 0 11 1 12 2 13 1 14 0 05/23/0 11:26 51153701 AM Ver. 16.1 32 d r SECTION 3 • ENDWALLS AND BRACING 33 American BA1►s Company Plant Locations: Eufaula, AL Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH Calculations supporting the structural integrity of the endwall framing and tension rod bracing are presented in this section. Endwall components included in the analysis are the roof beam, corner columns, interior columns and, if necessary, tension bracing. In addition, the analysis n, ntains the designs for the roof and side .illustrates hese members schematically,aalongll swithion t Figure 4 of this section,he loadings imposed on them. The endwall roof beam is designed for the specified load combinations using the moments for a continuous beam. The interior and comer columns are designed as pinned -end compression members under the dead plus live loading. For the horizontal wind load, the interior columns are designed as simple beams. The wind forces exerted • on the sidewalls are resisted where possible by the wall diaphragm or by tension bracing. The roof bracing are tension members which transfer the wind forces on the ends of the buildingsto Figurebracing carries bracing.hm of the forces to the foundation. 5 shows the orceacting on the Page 4 of this Section defines the nomenclature used in the computer printout that follows. The printout lists the results of the stress analysis on the above building members. Included in the results are the actual and allowable stresses controlling the design of the member. The allowable stresses are. based on the yield stresses being 36 KSI for Rods, 50 KSI for hot -rolled mill sections, and 55 KSI for Cold formed and factory built-up sections. 0 Section 3 Page 1 34 American 8E u a, ngs Company Plant Locations: AL - Birmingham, AL - EI Paso, IL Carson City, NV -LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH C. • LOADING c__�_ f cz� LRHE RLCC RLZ RLI. RLI RLy RLcc RVs RVz RVI RVI RVz RV4 LIVE + DEAD WIND + DEAD WIND ON SIDEWALL FRAKAIKIf; 'WIND + DEAD WIND ON ENDWALL FIGURE 4 COLUMN AND BEAM ENDWALL BRACING 35' SUBJECT TO. CHANGE_ WITHOUT NOTICE REVISED MARCH 3, 1998 Section 3 Page 2 Ute' American AlIkk #gs Company Plant Locations: a, AL - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH 0 • J V-6" BLDG (� V-6" j ' RWF (3) RWF (2) I RWF (2) RWF (3) I I P LAN ' I I I � I I � I I I RWF ENDWALL ELEVATION (L RIGID FRAME _ CE RIGID FRAME — CL RIGID FRAME — — RIGID FRAME 04 FIGURE 5 COLUMN AND BEAM ENDWALL ROD BRACING 36 SUBJECT TO CHANGE WITHOUT NOTICE _ EFFECTIVE SEPTEMBER 1,1997 American8 gs Company Plant Locations: ufau , AL - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH NOMENCLATURE AREA - Cross-sectional area of section (int) - Angle tension bracing makes with direction of wind force. ANG A TEN - Allowable tension force in rod or cable bracing AX FI AX FOR - Actual axial force BN MOM - BND RAT I BN RAT - Bending moment Ratio of actual to allowable bending moment CB FOR - Actual tension force in rod or cable bracing COL HT - Column Height or beam length CWCH - Torsional Warping of "C" Section DL - Dead Load - Allowable axial stress •FA FB Allowable bending stress FBA - Actual bending stress F -K - Foot kips H BASE - Horizontal reaction at base of column INTERACTION RATIO - Combined axial and bending K - Kips LL - Live Load Side in the direction toward which the wind blows LEEWARD - MOMT - Bending moment MNT L - Bending moment left of a point MNT R - Bending moment right of a point QCH - Effective section factor for a "C" Section ROCH - Polar radius of gyration of "C" Section about the shear center RWF - Wind force resisted by tension bracing RX - Radius of gyration of a section about the major axis RY - Radius of gyration of a section about the minor axis - Radius of gyration of a "T" section composed of the compression flange RYT and 113 of the compression web of a section taken about an axis in the • plane of the web. SHR L - Shear force left of a point SHR R - Shear force right of a point SHR RAT I SH RATIO - Ratio of actual to allowable shear forces SL - Snow Load ST FOR - Strut force section modulus about major axis SXT SXC -Tension - Compression section modulus about major axis TCH - Thickness of a "C" Section ULX - Unbraced length along major axis LILY - Unbraced length along minor axis V BASE - Vertical reaction at base of column V TOP - Horizontal reaction at top of column VJCH - Saint Venant torsion constant of "C" section "C". Minor axis moment of inertia of compression area of section VYCH WINDWARD - - Side upon which the wind blows WL - Wind Load WN FOR - Wind force resisted by tension bracing Distance from shear center to centeroid of "C" Section along X axis XOCH - 37 SUBJECT TO CHANGE.WITHOUT NOTICE:,_ EFFECTIVE SEPTEMBER 1, 1997 Section 3 "- 4 Column and Beam Endwall Design Ver. 16.1 Page 1 American Buildings Company Eufaula, AL Thu May 23 11:28:08 2002 Job Name: 51153701 Job Part: 1 LEW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 40.000 ft BUILDING LENGTH = 75.000 ft LEFT HEIGHT = 13.833 ft RIGHT HEIGHT = 13.833 ft LEFT SLOPE = 4.000 :12 RIGHT SLOPE = 4.000 :12 BAY SPACING = 25.000 ft ROOF OVERHANG = 0.000 ft BUILDING CODE: 1997 Uniform Building Code BUILDING USE CATEGORY: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■4 Standard Occupancy Structure SNOW EXPOSURE CATEGORY: 1 Roofs located in generally open terrain extending for 1/2 mile or more 2 Structures located in densely forested or sheltered areas ■3 All other structures ENCLOSURE CONDITION: ■Enclosed structure Unenclosed structure has 850 or more openings on all sides Partially enclosed has > 150 of one wall open & twice > open as other walls WIND EXPOSURE CATEGORY: B Terrain with buildings, forest, or surface irregularities ■C Terrain which is flat and generally open to 1/2 mile or more from site D Flat and unobstructed coastal areas exposed to wind flowing over water DESIGN ROOF LIVE LOAD = 16.000 psf COLLATERAL LOAD = 1.000 psf SNOW EXPOSURE FACTOR = 0.700 SNOW IMPORTANCE FACTOR = 1.000 SLOPE ROOF SNOW LOAD = 0.000 psf DESIGN WIND VELOCITY = 80.000 mph WIND IMPORTANCE FACTOR = 1.000 *** DESIGN LOAD COMBINATIONS CASE NO: 1 LOAD FACT / GROUP => 1.0 D 1.0 C 1.0 L CASE NO: 2 LOAD FACT / GROUP => 1.0 D 1.0 W+ CASE NO: 3 LOAD FACT / GROUP => 1.0 D 1.0 W- *** LOADS HORIZ VERT GROUP TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ----- ---- - -- -- ft ----- kips ----- kips ---- kip -ft ---- ft psf psf D UNIF R 0 0 0.000 0.00 -4.00 0.00 --- 40.000 ----- 0.000 ---- -4.000 L UNIF R 0 0 0.000 0.00 -20.00 0.00 40.000 0.000 -20.000 C UNIF R 0 0 0.000 0.00 -1.00 0.00 40.000 0.000 -1.000 W+ UNIF R 0 0 0.000 0.00 32.19 0.00 40.000 0.000 32.187 §141 Column and Beam Endwall Design Ver. 16.1 Page 2 American Buildings Company Eufaula, AL Thu May 23 11:28:08 2002 Job Name: 51153701 Job Part: 1 LEW *** LOADS (continued) GROUP TYPE M FM TO W- UNIF W+ UNIF W- UNIF W+ UNIF W- UNIF W+ UNIF W- UNIF W+ UNIF W- UNIF R 0 0 C 1 1 C 1 1 C 2 3 C 2 3 C 4 4 C 4 4 B 1 4 B 1 4 FY COLD FORMED = FY HOT ROLLED = FY BUILT UP = *** ENDWALL RAFTERS MEM DESCRIPTION LOCATION ft 1 9.5C12 0.000 2 9.5C12 20.000 *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION ft 1 W8X13 0.000 2 9.5C12 10.000 3 9.5C12 30.000 k 4 W8X13 40.000 55.0 ksi 50.0 ksi 55.0 ksi SPLICE PLATES in in in ------------------ 4 0.250 10.75 4 0.500 15.00 in HORIZ VERT 5 0.375 8.50 START psf/ psf/ MOMT END HORIZ ft kips kips kip -ft ft psf ----- 0.000 ----- 0.00 ---- 32.19 ---- 0.00 --- 40.000 ----- 0.000 0.000 19.57 0.00 0.00 0.000 19.570 0.000 -23.30 0.00 0.00 0.000 -23.296 0.000 17.56 0.00 0.00 0.000 17.564 0.000 -16.09 0.00 0.00 0.000 -16.093 0.000 19.57 0.00 0.00 0.000 19.570 0.000 -23.30 0.00 0.00 0.000 -23.296 0.000 24.55 0.00 0.00 0.000 24.554 0.000 -24.55 0.00 0.00 0.000 -24.554 MEM DESCRIPTION LOCATION ft 1 9.5C12 0.000 2 9.5C12 20.000 *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION ft 1 W8X13 0.000 2 9.5C12 10.000 3 9.5C12 30.000 k 4 W8X13 40.000 55.0 ksi 50.0 ksi 55.0 ksi SPLICE PLATES in in in ------------------ 4 0.250 10.75 4 0.500 15.00 in in in 5 0.375 8.50 6 0.312 10.00 6 0.312 10.00 5 0.375 8.50 SP BOLT PR BEND RT in 2 0.50 0.955 2 0.75 0.955 A BOLT PR BEND RT in 2 0.75 0.625 2 0.75 0.935 2 0.75 0.935 2 0.75 0.625 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VERT kips 1 5.9 2 -6.7 3 -6.7 �# Wotk to M HORZ LOAD FACTOR / LOAD GROUP => kips 0.4 1.0 D 1.0 C 1.0 L -2.6 1.0 D 1.0 W+ 2.0 1.0 D 1.0 W - or VERT psf 32.187 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SHR RT 0.496 0.496 SHR RT 0.057 0.298 0.298 0.057 Column and Beam Endwall Design Ver. 16.1 Page 1 American Buildings Company Eufaula, AL Thu May 23 10:39:21 2002 Job Name: 51153701 Job Part: 1 REW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 40.000 ft BUILDING LENGTH = 75.000 ft LEFT HEIGHT = 13.833 ft RIGHT HEIGHT = 13.833 ft LEFT SLOPE = 4.000 :12 RIGHT SLOPE = 4.000 :12 BAY SPACING = 25.000 ft ROOF OVERHANG = 0.000 ft BUILDING CODE: 1997 Uniform Building Code BUILDING USE CATEGORY: 1 Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■4 Standard Occupancy Structure SNOW EXPOSURE CATEGORY: 1 Roofs located in generally open terrain extending for 1/2 mile or more 2 Structures located in densely forested or sheltered areas ■3 All other structures ENCLOSURE CONDITION: ■Enclosed structure Unenclosed structure has 850 or more openings on all sides Partially enclosed has > 15% of one wall open & twice > open as other walls WIND EXPOSURE CATEGORY: B Terrain with buildings, forest, or surface irregularities ■C Terrain which is flat and generally open to 1/2 mile or more from site D Flat and unobstructed coastal areas exposed to wind flowing over water DESIGN ROOF LIVE LOAD = 16.000 psf COLLATERAL LOAD = 1.000 psf SNOW EXPOSURE FACTOR = 0.700 SNOW IMPORTANCE FACTOR = 1.000 SLOPE ROOF SNOW LOAD = 0.000 psf DESIGN WIND VELOCITY = 80.000 mph WIND IMPORTANCE FACTOR = 1.000 *** DESIGN LOAD COMBINATIONS CASE NO: 1 LOAD FACT / GROUP => 1.0 D 1.0 W+ CASE NO: 2 LOAD FACT / GROUP => 1.0 D 1.0 W- *** LOADS HORIZ VERT GROUR TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ft kips kips kip -ft ft psf psf ------ D ---- UNIF - R -- 0 -- 0 ----- 0.000 ----- 0.00 ---- -4.00 ---- 0.00 --- 40.000 ----- 0.000 ---- -4.000 W+ UNIF C 1 1 0.000 18.07 0.00 0.00 0.000 18.070 0.000 W- UNIF C 1 1 0.000 -21.92 0.00 0.00 0.000 -21.921 0.000 W+ UNIF C 2 3 0.000 17.56 0.00 0.00 0.000 17.564 0.000 W- UNIF C 2 3 0.000 -16.09 0.00 0.00 0.000 -16.093 0.000 !A Column and Beam Endwall Design Ver. 16.1 Page 2 American Buildings Company Eufaula, AL Thu May 23 10:39:21 2002 Job Name: 51153701 Job Part: 1 REW *** LOADS (continued) HORIZ VERT GROUP TYPE M FM TO START psf/ psf/ MOMT END HORIZ VERT ----- ---- - -- -- ft ----- kips ----- kips ---- kip -ft ---- ft --- psf ----- psf ---- W+ UNIF C 4 4 0.000 18.07 0.00 0.00 0.000 18.070 0.000 W- UNIF C 4 4 0.000 -21.92 0.00 0.00 0.000 -21.921 0.000 W+ UNIF B 1 4 0.000 24.55 0.00 0.00 0.000 24.554 0.000 W- UNIF B 1 4 0.000 -24.55 0.00 0.00 0.000 -24.554 0.000 FY COLD FORMED = 55.0 ksi FY HOT ROLLED = 50.0 ksi FY BUILT UP = 55.0 ksi *** ENDWALL COLUMNS MEM DESCRIPTION LOCATION BASE PLATES A BOLT PR BEND RT SHR RT ft in in in in --- 2 ----------- 9.5C14 -------- 13.333 ------------------ 6 0.250 10.00 ----------------- ------ 2 0.75 0.882 0.450 3 9.5C14 26.667_ 6 0.250 10.00 2 0.75 0.882 0.450 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VERT M HORZ LOAD FACTOR / LOAD GROUP => ---- kips ------- kips ------- ----------- ---------- 1 0.7 -2.0 1.0 D 1.0 W+ 2 0.7 1.9 1.0 D 1.0 W- 41 "-- American Buildings Company Modesto, CA 95351 .i • Minimum Seismic And Wind Forces Calculation (UBC97 ) Job Number: 511537 Engineer: WW uu nu 11aj ll-111QU r 1111 V1111U1IV11 Transverse Direction: R = 4.50 f2o = 2.80 rmax = 0.33 Building Width = 40.00 ft. Roof Weight W/ 0 % Snow = 6.00 psf Building Length = 75.00 = ft. Weight of Sidewall = 2.00 psf FSW Eave Height = 13.83 ft. Weight of Endwall = 2.00 psf Ridge From FSW = 20.00 ft. Longitudinal Partition WT. = 0.00 psf Roof Pitch = 4 /12 Quantity of Longitudinal Part. = 0 Canopy Width @ FSW = 0.00 ft. Transverse Partition WT. = 0.00 psf Canopy Width @ RSW = 0.00 ft. Quantity of Transverse Part. = 0 Max. Interior Bay Trib. = 25.00 ft. Building End Bay Trib. = 13.30 ft Torsional Bracing: Q Yes * No Least Number of Braced Bay Per Sidewall = 1 JCIDI 1111 11 II U1111CUU11 Transverse Direction: R = 4.50 f2o = 2.80 rmax = 0.33 Longitudinal Direction: R = 5.60 Qo = 2.20 rmax = 0.50 Soil = SD Na = N/A N„ = N/A Ca = 0.36 Zone = 3 Seismic I = 1.00 Wind Information Ce•gs = 17.9 psf Iw = 1 Cq = 1.3 (Total) Pw = Ce•Cq•gs-lw = 23.3 psf Interior Bay Tributary Width = 25 ft 1. Wind Load Total Load = Pw* B* H/2 = 6.o Kips 2. Seismic Load p =2-20/(rmax*A13^0.5) = 1.00 W = 6.7 Kips V = 2.5*Ca*I*W/R = 1.3 Kips E/1.4 = p*V/1.4 = 1.0 Kips E/1.7 = 0,*V/1.7 = 2.2 Kins End Bay Tributary Width = 13.3 ft 1. Wind Load Total Load = Pw* B* 1-1/2 = 3.2 Kins 2. Seismic Load p =2-20/(rmax*AB^0.5) = 1.00 W = 3.6 Kips V = 2.5Ca*I*W/R = 0.7 Kips E/1.4 = p*V/1.4 = 0.5 Kips E/1.7 = Q,*V/1.7 = 1.2 Kips 11 1 ' W nd/Ae sm c" Forlces i t_on ,itud na11080-pirl 1. Wind Load Total Load = Pw*B* H/2 = UO Kips 2. Seismic Load (Accidental Torsion Included) p =2-20/(rmax*AB^0.5) = 1.27 W = 19.4 Kips V = 2.5*Ca*I*W/R = 3.4 Kips E/1.4 = p*W1.4 = 2J Kips V'*y Em/1.7 = 0,*V/1.7 = 4,¢ Kips Version 1.1 Every Time ... All The Time 42 10:45 AM05/23/2002 Bya nq DP -;l j% . Lonq i ,nal Ction J F4- r Winos �� = 8, o Mp5 �v 1 FOCI -2 i 2 5' 2418 IL¢, � � 3 -F,51N / P r> N B raG I h 4� • L m Y "n .5 /is 37 t -/i3 /v z 00 T = 4 x 132 :+, b7 (ase Dc 5XV44 43 3,z1� P►�eCtr ,n .( LE -w , one bay 4mav ) 5EisrniLl •2o�.7 = 2 kll -5'-/z-3/02- v 5'-/z3/OZv Vj . T = 3� 2 2+ 2 ib z o 4: ► k;Ps c TS to 6's R= %16"t MA • r SECTION 4 PURLIN AND GIRTS .. 45 • 70 • �r American Buildings. Company AMERICAN BUILDINGS COMPANY'S Standard Purlins and Girls are light gage 8" x 2112" 'Z" and 'C", 9 112" x 3""Z7 and 'C" and 12" x 3 112" "Z" and "C" sections (with stiffened flanges) cold formed from 55,000 psi yield steel. The fully braced section properties and capacities computed in accordance with 1996 AISI specifications are as follows: DIMENSIONS PROPERTIES AND CAPACITIES 3• 31 1 212' 3' 314'P31' tn6'TT TX- XB' X- X ' X- X 91 X- X 12[it, s50]i [ /8'1n6'1 114' 1 E 21 31 W C 212' 1' 111 3111 8C12 0.099 1 4.71 1 1.39 1 12.73 I 3.10 I O.va I I • , 0..5522 0. 54 -- -• 1.10 -2.52 2 7.09 9.51015 0.064 3.70 1.09 14.38 2.58 3.09 3.66 3.66 1.31 1.41 0.62 1.10 3.75 8.47 9.5C14 0.073 0.079 4.22 4.57 1.24 1.34 16.31 17.59 3.30 3.65 1.58 0.67 1.10 4.75 9.07 9.5C13 9.5C12 0.090 5.21 1.53 19.90 3.94 3.65 1.78 0.77 1.09 7.05 8.56 10.81 11.79 9.5C11 0.096 5.55 1.63 21.15 4.30 3.64 1.89 0.82 1.09 16.48 12C13 1 0.090 6.28 1 1.85 39.04 1 6.01 4.59 1 3.06 3.52 1.09 1.29 1.28 1.28 5.49 8.74 19.79 12C12 0.105 7.32 2.15 45.21 51.30 7.21 8.51 4.58 4.57 3.96 1.47 5 1X11 0.120 8.37 2.46 "Stress increase = 1.00 Moments and shears used in selecting "Z" and 'C" sections and connections for the Purlin and Girls were found by the stiffness method of analysis. To meet varying load requirements, the "Z" and "C" members shall be of simple span or lapped 2'-0", T -O", 4'-0', 5'-0" or 6'-0' over the interior frames to form a continuous beam. The purlin sections were then designed for the maximum positive moments and for the moment and shear combination at the beginning and termination of the laps. The double "Z" and "C" sections were also checked for the maximum negative moments over the interior frames. The following pages support the section and connection used. 4 SUBJECT 7O CHANGE WITHOUT NOTICESection 4 Page 1 REVISED February 15, 2002 0 Page 1RF-1 05/23/02 11:34:25 AM Ver. 16.1 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : WW Job Number: 51153701 Part: 1 Desc: RF 40'X75'X13110 4:12 A D_Lap 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays RF 40.00Oft 75.00Oft 20.000ft 0.000ft 4.000:12 4.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear 13.833ft 0.00ft * Right 4 S F 0.000ft ----------------------------7------------------------------------------------- Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL-Psf 97ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.88 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/150 ****** ROOF PURLIN STRUCTURES ******** Load Comb 1 DL + COL + LL Load Comb 2 DL + WL - Load Comb 3 LL - ASF: 1.000 ASF: 1.333 ASF: 1.000 Design Z --Inset(ft)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 56.94 BY-PASS 1.62 0.33 4.00 -1.00 0.00 -1.80 0.00 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl Strut B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Cap.* Ratio (ft) (ft) (ft) kips kip-f.t kips -- ------ ---- ----------- ----- ----- --- ------ ----- --- ---- ----- ----- 1 23.375 0.00 2.49 8Z16 1.24 0.51 RL1 4.12 0.86 MS1 245 7.36 0.75 2 25.000 2.49 2.49 8Z15 1.07 0.31 RL1 -4.22 0.78 RL1 2005 7.73 0.71 dt 3 24.667 2.49 0.00 8Z15 1.32 0.39 LL1 4.75 0.88 MS1 222 8.84 0.78 ------------------------------------------------------------------------------ Total weight per run = 262.99 lbs Maximum stress ratio = 0.88 CL -It foy ems/ r4i'A Su��ri @ FL. -/t I 47 0 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : WW Is Page 1FS-1 05/23/02 10:24:36 AM Ver. 16.1 Job Number: 51153701 Part: 1- Desc: RF 401X75IX13110 4:12 A D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays RF 40.00Oft 75.00Oft 20.00Oft 0.000ft 4.000:12 4.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear : 13.833ft 0.00ft * Right 4 S F 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 97ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.88 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** FRONT SW GIRT STRUCTURES ******** Load Comb 1 : WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.333 ti Z Spacings (in) 42.00 48.00 76.00 Design Z --Inset(ft)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure 62.00 BY-PASS 1.62 0.33 4.00 -0.90 0.87 -1.20 0.87 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft -- ------ ---- ----------- ----- ----- --- ------ ----- --- ---- ----- 1 23.375 0.00 1.49 8Z16 1.06 0.33 RL2 -3.39 0.76 MS2 254 0.58 2 25.000 1.49 1.49 8Z16 0.94 0.29 RL2 4.06 0.64 RL2 2479 0.49 3 24.667 1.49 0.00 8Z15 1.13 0.25 LL2 -3.96 0.79 MS2 225 0.62 ------------------------------------------------------------------------------ Total weight per run = 241.27 lbs Maximum stress ratio = 0.79 1 Page 1FS -1 05/23/02 10:23:19 AM Ver. 16.1 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : WW Job Number: 51153701 Part: 1 Desc: RF 401X75IX13110 4:12 A D Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays RF 40.00Oft 75.00Oft 20.00Oft 0.000ft 4.000:12 4.000:12 3 ---------------------------------------------------=-------------------------- S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang I Front: 13.833ft 0.00ft * Left 1 S 0.000ft Rear 13.833ft 0.00ft * Right 4 S F 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL -mph WL_psf 97ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.88 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** FRONT SW GIRT STRUCTURES ******** ( opt Corot It fx ckdz) Load Comb 1 WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.333 Z Spacings (in) 42.00 48.00 76.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef-----Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- ----- ------- ------- -------- ------- -------- 62.00 BY-PASS 1.62 0.33 4.00 -0.90 0.87 -1.20 0.87 No. Span' ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft -- ------ ---- ----------- 1 6.500 0.00 1.49 8Z16 ----- ----- 1.03 0.32 --- ------ ----- RL2 4.19 0.66 --- ---- RL2 862 ----- 0.53 2 24.667 1.49 0.00 8Z16 = 1.14 0.35 LL2 -3.85 0.87 MS2 213 0.75 ----------------------------------------------------------------------------- Total weight per run = 103.74 lbs Maximum stress ratio = 0.87 HE AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : WW aPage 1RS-1 05/23/02 10:25:06 AM Ver. 16.1 Job Number: 51153701 Part: 1 'Desc: RF 401X75IX13110 4:12 A D Lap 86AISI Type Width Length Ridge -Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays RF 40.000ft 75.000ft • 20.000ft 0.000ft 4.000:12 4.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt -Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear : 13.833ft 0.00ft * Right 4 S F 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 97ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.88 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** REAR SW GIRT STRUCTURES ******** Load Comb 1 : WL+ Load Comb 2 : WL - Z Spacings (in) . 42.00 48.00 76.00 ASF: 1.333 ASF: 1.333 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef--- --Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ 62.00 BY-PASS ----- 0.33 ----- 1.62 ------- 4.00 ------- -------- -0.90 0.87 ------- -1.20 -------- 0.87 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips ----- kip -ft --- ------ ----- --- ---- ----- -- ------ ---- 1 24.667 0.00 ---- 1.49 ------- 8Z16 ----- 1.14 0.35 RL2 -3.93 0.88 MS2 205 0.78 2 25.000 1.49 1.49 8Z16 0.94 0.29 LL2 4.12 0.65 LL2 2274 0.50 3 23.375 1.49 0.00 8Z16 1.06 0.33 LL2 -3.40 0.76 MS2 253 0.58 ------------------------------------------------------------------------------ Total weight per run = 232.50 lbs Maximum stress ratio = 0.88 50 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : WW 6 Page 1LW-1 05/23/02 10:25:38 AM Ver. 16.1 Job Number: 51153701 Part: 1 Desc: RF 40'X75'X13110 4:12 A 86AISI ------------------------------------------------------------------------------ Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays RF 40.00Oft 75.00Oft 20.00Oft 0.000ft 4.000:12 4.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Overhang Front: 13.833ft 0.00ft * Left 1 S -Type I 0.000ft Rear : 13.833ft 0.00ft * Right 4 S F 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL WL_psf 97ubc 4 0 3 C N 1.5 1.00 20.00 -mph 0.00 80.00 17.88 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 _Snow Factor: 0.70 ------- 4.00 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl Defl. Limit:L/ 90 ****** LEFT EW GIRT STRUCTURES ******** Load Comb 1 WL+ ASF:1.333 Load Comb 2 WL- ASF:1.333 Z Spacings (in) 42.00 48.00 72.00 60.00 24.00 Design Z --Inset(ft)-- Z_Strip --Int.Zone Coef--- --Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure ------ ------ ----- 66.00 INSET 0.00 ----- 0.00 ------- 4.00 ------- -------- -0.99 1.03 ------- -1.29 -------- 1.03 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft ---- ----- -- ------ ---- ---- 1 10.000 0.00 0.00 ------- 8Z16 ----- ----- 0.53 0.16 --- ------ ----- LS2 -1.10 0.34 --- MS2 1528 0.12 2 20.000 0.00 0.00 8Z13 0.97 0.10 RL1 -4.43 0.88 MS2 252 0.78 3 10.000 0.00 0.00 8Z16 0.53 0.16 RL2 -1.10 0.34 MS2 1528 0.12 ------------------------------------------------------------------------------ Total weight per run = 140.00 lbs Maximum stress ratio = 0.88 511 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : WW 0 Page 1RW-1 05/23/02 10:25:47 AM Ver. 16.1 Job Number: 51153701 Part: 1 Desc: RF 40'X75'X13'10 4:12 A 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays RF 40.00Oft 75.00Oft 20.00Oft 0.000ft 4.000:12 4.000:12 3 ------------------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang Front: 13.833ft 0.00ft * Left 1 S I 0.000ft Rear : 13.833ft 0.00ft * Right 4 S F 0.000ft ------------------------------------------------------------------------------ Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_mph WL_psf 97ubc 4 0 3 C N 1.5 1.00 20.00 0.00 80.00 17.88 ------------------------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D_Snow: 0.00 psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** RIGHT EW GIRT STRUCTURES ******** Load Comb 1 WL+ Load Comb 2 WL- ASF:1.333 ASF: 1.333 Z Spacings (in) :. 42.00 48.00 72.00 60.00 24.00 Design' Z --Inset(ft)-- Z_Strip --Int.Zone Coef--- --Ext.Zone Coef--- Spc(in) Cond. Left Right (ft) Suction Pressure Suction Pressure -------- ------ ------ 66.00 FLUSH ----- 0.00 ----- 0.00 ------- ------- 4.00 -------- -0.99 1.03 ------- -1.29 1.03 No. Span --- Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio (ft) (ft) (ft) kips kip -ft ----- --- ---- ----- -- ------ ---- 1 13.333 0.00 ---- 0.00 ------- 8Z16 ----- ----- 0.69 0.21 --- ------ LS2 -1.96 0.62 MS2 631 0.38 2 13.333 0.00 0.00 8Z16 0.63 0.19 RL1 -1.86 0.59 MS2 640 0.34 3 13.333 0.00 0.00 8Z16 0.69 0.21 RL2 -1.96 0.62 MS2 631 0.38 ------------------------------------------------------------------------------ Total weight per run = 114.40 lbs Maximum stress ratio = 0.62 SECTION 5 PANEL SECTION • 53 0 PANEL PROFILE American B#Wgs Company f f f L 31F 3W PARTIAL CROSS SECTION 1. Section properties have been calculated in accordance witn the AIJI Jpecn►Uauun Jul ulc vcwO,yn ut Cold -Formed Steel Structural Members, 1996 Edition, including Supplement No. 1 (1999). 2. Minimum yield strength of 29, 26 and 24 gage steel is 80,000 psi. Minimum yield strength of 22 gage steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown in the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. - 54 WN MN.VaNiTIMARM • • • Section 5 Page 1 American Bdigs Company Plant Locations: a, - Birmingham, AL - EI Paso, IL Carson City, NV - LaCrosse, VA Service Centers: Phenix City, AL - Pine Bluff, AR - Modesto, CA LaGrange, GA - Columbus, MS - Rocky Mount, NC - Jamestown, OH PANEL PROFILE 4 1l4' 31R' 4114' J 1- 1?'! 12' -3132' 1. 1314* PARTIAL CROSS SECTION 1. Section properties have been calculatea to accurueil— well, u,G • • -- -- -- - 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U150. 5. For wind loads the tabulated values can be multiplied by 1.33. REVISED DECEMBER 15, 2000 SUBJECT TO CHANGE wITHOUT NOTICE ------ Section 5 Page 1a American • Company • PANEL PROFILE �3(r :LI' PARTIAL CROSS SECTION 1. Section properties have been caicuiatea In accoruarlkoc wILII ►I IV i-+rvI ..��..••��••--•• •_...._ ___ Cold -Formed Steel Structural Members, 1996 Edition, including Supplement No. 1 (1999). 2. Minimum yield strength of 29, 26 and 24 gage steel is 80,000 psi. Minimum yield strength of 22 gage steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown in the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U120. 5. For wind loads the tabulated values can be multiplied by 1.33. 56 REVISED MAY 1, 2001 SUBJECT TO CHANGE WITHOUT NOTICE Section 5 Page 2 • • v ;Americanft• Company ' t7 :1 1116 1 718' Z 1R' 1718' 2 IV _ _I 718' _ I Vt� 3116. 116. 3f1_�, F 3118" 2� 118* BA' 39' •3752' R- _ 1310' 21M' 1 31C 116 ! 1 3116 PANEL PROFILE PARTIAL CROSS SECTION 1. Section properties have been calculated in accordance wnn the i um MIDI bpr-11-a-11.7. 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. The Architecural panel is limited to wall applications. 5. For loads shown, deflections are less than U90. 6. Tabulated values are for bending and includes 1/3 increase for wind. 5'7 SUBJECT TO CHANGE WITHOUT NOTICE REVISED DECEMBER 15, 2000 Section 5 Page 2a Ll • 40 A 46 American Buildings Company :PANEL PROFILES (ARCHITECTURAL "V" RIB) PANEL PROFILE PARTIAL CROSS SECTION 1. Section properties have been calculated in accoraance wim >ne rva, .�Nv�����a.�••o ���•y Cold -Formed Steel Structural Members, 1996 Edition, including Supplement No. 1 (1999). 2. Minimum yield strength of 29, 26 and 24 gage steel is 80,000 psi. Minimum yield strength of 22 gage steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown in the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than 1_1120. 5. For wind loads the tabulated values can be multiplied by 1.33 as allowed by applicable building code. 53 j SUBJECT TO CHANGE WITHOUT NOTICE ISSUED MARCH 15, 2CO2 Section 5 Page 2b & gs Company American • T 2 29132' . 49115' 51118• 5 118• 48118' :3(4* 2 3111' 19 1/4• 2318' PANEL PROFILE CROSS SECTION 1. Section properties have been calculates In accoraance wlul 11 IC IUVV �'%J, J���•••r••••-- 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U150. 5. For wind loads the tabulated values can be multiplied by 1.33. 5U SUBJECT TO CHANGE WITHOUT NOTICE-__- REVISED DECEMBER 15, 2000 Section 5 Page 3 American Bs Company • • z 2=2 z _� 49�ts• stns• stn6' 4 91i y --31V ..'., 19114• ' 2 3!e' 231r' PANEL PROFILE CROSS_ SECTION 1. Section properties have been calculated in accordance with the 1996 AISI specifications. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U150. Section 5 Page 3a EO :7 American Bo&gs Company 1G NET COVERAGE 5' 6' 5, Tar 4114' ; 716' 5 _F 2 Ur 215116' 1314" 12,314 L ,� 7/16•�� 718' 31132 PANEL PROFILE CROSS SECTION Base Total Panel Top Bottom F Metal Thickness Weight In Compression In Compression ksi Thickness (Inches) Square Ix Sx i Ix Sx Inches Ft. In4/ft. ln3/ft. In41ft. In3/ft. n nl)n71 o?R51 0.185 0.4071 0.194 Number 24 Gage 21207/-197 144/-137 81/-77 52/-49 3b / -J4 4`01-6-2 101-197 Steel 3 101 / -96 56 I -62 33 I -43 21 I -29 14 I -20 • 4 941-90 1 60/-58 35/-40 22/-29 1.15/-21 1. Section properties have been calculated in accordance with the 1996 AISI specifications. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. The Shadow panel is limited to wall application. 5. For loads shown, deflections are less than U90. 6. Tabulated values are for bending and includes 1/3 increase for wind. 61 REVISED DECEMBER 15, 2000 SUBJECT- TO CHANGE WITHOUT NOTICE __Section 5 Page 4 American Bgs Company T 0 • LOC -SEAM LOC -SEAM 360 (� rr T I t '� it 1 , 16' CROSS SECTION CROSS SECTION 1. Section properties have been ca 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U150. 5. For wind loads the tabulated values can be multiplied by 1.33. 62 REVISED DECEMBER 15. 2000 SUBJECT.To CHANGE WITHOUT NOTICE Section 5 Page 5 American Bqs Company i i 1 LOC -SEAM LOC -SEAM 360 r� 1631664 �' I � r t L 12, CROSS SECTION CROSS SECTION 1. Section properties have been calculates in awuru-we -1u u�� ---- - 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U150. 5. For wind loads the tabulated values can be multiplied by 1.33. 63 SUBJECT TO CHANGE WITHOUT NOTICE_ - .______ _____ - REVISED DECEMBER 15, 2000 Section 5 Page 6 !American• Companyl • • PANEL PROFILE 6' 314' 1' 314' 3112' 314`.VT40 4S -1314' L PARTIAL CROSS SECTION 1. Section properties have been calculated In accoruance wnn 1110 I VVV.I %w1 ����•••�-��••� 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 4. For loads shown, deflections are less than U150. 5. For wind loads the tabulated values can be multiplied by 1.33. 64 SUBJECT TO CHANGE WITHOUT NOTICE ------ REVISED DECEMBER 15,Section 5 Page 7 20G0 American B • company ��ddL ,Joos L] • INSIDE 0.0625' INSIDE 0.9261' • � 1.6300' 1J500'A.4335' —.. . 12' 16' or 16' NET COVERAGE CROSS SECTION PANEL PROFILE I i 1. All calculations for panel properties have been made in accordance with the 1996 edition of "Specifications for Cold -Formed Steel Design Manual" publised by American Iron and Steel Institute. 2. Values for 3 or more spans are based on 4 equal spans. 3. These load capacities are for the panel itself. Frames, purlins, clips, fasteners and all supports must be designed to resist load imposed by the panel. 4. Materials: Fy= 50 ksi for steel panels. 5. All loads are in PSF. 6. Loads shown are limited by Ul80'deflection. 7. Steel panels are either aluminum -zinc alloy or G-90 coated. The base metal thickness shown is the minimum design thickness and was used in determining section properties. 65 ISSUED DECEMBER 15, 2CC0 SUBJECT TO CHANGE WITHOUT NOTICE_.__ - - it Qq0tandard Specifications for American Buildings Company's May, 2001 Metal Building Systems CONTENTS 3.2.2. Rolled Formed Sections (Galvanized) .......................... 6 1. GENERAL . I.I. SCOPE...................................................................... .............3 3.3. ROOF AND WALL PANEL MATERIAL ............................ 6 I.I.I. Intent............................................................... ............. 3 3.3.1. 26 Gage Material - Zinc -Coated (Galvanized)............. 6 1.1.2. Performance ..................................................................3 3.3.2. 24 Gage Material - Zinc -Coated (Galvanized) ............. 6 1.1.3. Product Change............................................................ 3 3.3.3. 26 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 1.2. BUILDING DESCRIPTION.................................................. 3 3.3.4. 24 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 1.2.1. LRF.............................................................................. 3 3.3.5. 24 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 .1.2.2RF •••"""""" 3 3.3.6. 22 Gage Material - Aluminum -Zinc Alloy -Coated........ 6 .................................................................. 1.2.3. LRF-M........................................................................... 33 4. STRUCTURAL FRAMING 1.2.4. RF-M............................................................................ 1.2.5. GC 4.1. GENERAL............................................................................. 6 ...........................................................................4.1.1. Field Bolt Assembly ...................... . ..................... 6 1.2.6. GC-M............................................................................ 3 12 7 L7' .... 4.1.2. Shop Connections........... 1.2.8. LP2............................................... ................................3 4.1.3. Identification Mark ....................................................... 6 1.2.9. LP2-M.......................................................3 4.1.4. Visual Inspection........................................................... 6 ................... 1.2.10. LP4....................................................... 3 4 2. PRIMARY FRAMING ............................................... ........................ . .................. 3 4.2.1. Rigid Frame.................................................................. 1.2.11. LP4-M........................................................ 1.2.12. LSS...............................................................................3 4.2.2. Endwall Frames ............................................................ 6 ............................3 4.2.3. Plates. Stiffeners, etc ..................................................... 6 1.2.14. SSF 4.2.4. Bolt Holes .......................................... ................ .............................................................. 4.3. SECONDARY FRAMING ......................... 6 1.2.15. SSF-M........................................................................... 4 ........................... 1.3. BUILDING NOMENCLATURE...........................................4 4.3.1. Purlins and Girts........................................................... 6 1.3.1. Roof Slope ......................................... ...........................4 4.3.2. Eave Struts.............:...................................................... 6 ................................................ 1.3.2. Width. ............................ 4 4.3.3. Base Angle.................................................................... 7 1.3.3. Eave Height 4.4. BRACING.............................................................................. 7 1.3.4. Length............................................................... ............ 4 4.4.1. Diagonal Bracing.......................................................... .................... 4 4.4.2. Flange Bracing 1.3.5. Bav Spacing (Standard) ...........................g............................................................. 7 1.3.6. Bay Spacing (Shadow Panel) ........................................ 4 4.4.3. Special Bracing ............................................................. 7 4. DRAWINGS AND CERTIFICATION .................................. 1.4.1. Drawings ............................................... ._„•,•.,...•..........4 5. ROOF AND WALL COVERING ...................................4 5.1. GENERAL ...... .......................7 1.4.2. Certifications ............................. ................................................ 1.4.3. AISC CertiTcation......................................................... 4 5.1.1. Wall Panel..................................................................... 7 5.1.2. Roof Panel.................................................................... 7 2. STRUCTURAL STEEL DESIGN 5.1.3. Liner and Soffit Panel. .................................................. 7 2.1. GENERAL..............................................................................4 5.1.4. Facade Fascia Panel.................................................... . 2.1.1. Structural Mill Sections ................................................. 4 5.1.5. Long Span 111 Panel ...................................................... � 2.1.2. Cold Formed Sections ................................................... 4 5.1.6. Architectural III Panel................................................. ......................................4 5.1.7. Multi -Rib Liner Panel................................................... 2.2. DESIGN LOADS .............................., 2.2.1. Loading Criteria .......................... ................................. 4. 5.1.8. Long Span Liner Panel ................................................ . 2.2.2. Most Severe Conditions ................................................. 4 5.1.9. Shadow Panel.............................................................. . 2.2.3. Load Projections........................................................... 5 5.1.10. Soffit Liner Panel........................................................-- 2.2.4. Special Loads ................................... ............................ 5 5.1.11. Standing ................... Seam Panel ................................................... 2.3. DESIGN POLICY.............................................5 5.1.12. Loc Seam Panel............................................................. 2.3.1. Standard Design Practices ............................................ 5 5.1.13. Mansard Fascia Panel.................................................. 2.3.2. Rigid Frame Design ..................................................... 5 5.1.14. Seam Loc Panel............................................................. 5.2. PANEL DESCRIPTION...................................................... . 3. BASIC MATERIAL SPECIFICATIONS 5.2.1. Long Span III Panel ...................................................... 3.1. PRIMARY FRAMING STEEL..............................................5 5.2.2. Architectural III Panel.................................................. .............................. 5 5.2.3. Multi -Rib Panel ........................_ 3.1.1. Mill -Rolled Sections.......................................................... ....... 5 5.2.4. Shadow Panel ....................................................... 3.1.2. Built -Up Sections .................................................. ...... 3.1.3. Endwall "C” Sections ................................................... 6 5.2.5. Soffit Liner Panel......................................................... ;.?. SECONDARY FRAMING STEEL ........................................ 5.2.6. Standinl- Seam Panel ................................................... 3.2.1. Rolled Formed Sections ................................................ 6 5.2.7. Loc Seam Panel .............................8 8 5.2.8. Mansard Fascia Panel ..................0 • 5.2.9. Seam Loc Panel............................................................. 8 5.2.10 Panel Length..................................................................8 7.1.2. Shop Applied Primers.................................................11 5.2.11. Endwall Edge Cuts ........................................................ 8 5.2.12. Oilcanning..................................................................... 8 MISCELLANEOUS MATERIAL SPECIFICATIONS 1. FASTENERS........ ................................ 6. L L Structural Bolts............................................................. 8 6.1.2.. Fasteners for Roof Panels ............................................. 9 6.1.3. Fasteners for Roof Panel Side Laps ..............................9 6.1.4. Fasteners for Roof Panels and Flashings ...................... 9 6.1.5. Fasteners for Roof Panel Clips ..................................... 9 6.1.6. Fasteners for Wall Panels.............................................9 6.1.7. Fasteners for Wall Panel Side Laps .............................9 6.1.8. Fasteners for Shadow Panels........................................9 6.1.9. Blind Fasteners (Rivets)................................................9 5.2. PANEL CLIPS.........................................................:..............9 6.2.1. Standing Seam 11 Panel Clips ...................................... 9 6.2.2. Loc Seam Panel Clips..................................................10 6.2.3. Mansard Fascia Panel Clips.......................................10 02.4. Standing Seam 360 Panel Clips.................................10 2.5. Seam Loc Panel Clips.................................................10 6.3. CLOSURES AND SEALANTS...........................................10 6.3.1. Closure Strips..............................................................10 6.3.2. Metal Closures............................................................10 6.3.3. Sealer: Long Span and Multi -Rib Panels...................10 6.3.4. Sealer: Standing Seam, Loc Seam & Seam Loc .........10 6.3.5. Sealer: Standing Seam and Loc Seam Panels .............10 6.3.6. Caulk...........................................................................10 6.4. GUTTER, FLASHINGS AND DOWNSPOUTS .................10 6.4.1. Gutters and Flashings.................................................10 6.4.2. Downspouts.................................................................10 7.4. PREMIUM 70MANELS..................................11 7.4.1. Base Metal...............................................11 7.4.2. Prime Coat..................................................................11 7.4.3. Exterior Coat..............................................................11 7.4.4. Interior Finish.......................................................:......11 7. PAINTING ....................................................................... 8.1.1. Standard Windows......................................................12 7.1. STRUCTURAL PAINTING.................................................10 8.1.2. Narrow Light Windows...............................................12 7.1.1. Uncoated Structural Steel. ........................................... 11 7.1.2. Shop Applied Primers.................................................11 8.2. PERSONNEL DOORS.........................................................12 M1.3. Abrasions After Handling............................................11 8.2.1. Standard Doors...........................................................12 ONG LIFE COATED PANELS.........................................11 8.2.2. Door Frames...............................................................12 7.2.1. Base Metal...................................................................11 8.2.3. Locksets.......................................................................12 7.2.2. Prime Coat.................................................................. 11 7.2.3. Exterior Coat...............................................................11 8.3. PRE -ASSEMBLED PERSONNEL DOORS........................13 7.2.4. Interior Finish.............................................................11 7.3. PREMIUM 70 COATED PANELS......................................11 7.3.1. Base Metal................................................................... l 7.3.2. Prime Coat.................................................................. I 1 7.3.3. Exterior Coat...............................................................11 7.3.4. Interior Finish.............................................................11 8. ACCESSORIES 8.1. WINDOWS ....12 ....................................................................... 8.1.1. Standard Windows......................................................12 8.1.2. Narrow Light Windows...............................................12 8.1.3. Thermal Barrier Windows ........................................... 12 8.2. PERSONNEL DOORS.........................................................12 8.2.1. Standard Doors...........................................................12 8.2.2. Door Frames...............................................................12 8.2.3. Locksets.......................................................................12 8.2.4. Panic Devices..............................................................13 8.3. PRE -ASSEMBLED PERSONNEL DOORS........................13 8.3.1. Standard Doors...........................................................13 8.3.2. Door Frames...............................................................13 8.3.3. Locksets.......................................................................13 8.3.4. Panic Devices.............................................................. 13 8.3.5. Threshold....................................................................13 8.4. SLIDING DOORS................................................................13 8.4.1. Double Sliding..............................................................13 8.4.2. Shipping.......................................................................13 8.5. OVERHEAD DOOR FRAMING.........................................13 8.5.1. Support Framing.........................................................13 8.6. GRAVITY VENTILATORS................................................13 8.6.1. Ridge Ventilator..........................................................13 8.6.2. 20" Round Ventilator..................................................13 8.7. LOUVERS............................................................................13 8.7.1. Standards....................................................................13 8.8. SKYLIGHTS........................................................................14 8.8.1. RoorPanels.................................................................13 8.8.2. Wall Panels.................................................................14 8.9. INSULATION......................................................................14 8.9.1. Standards....................................................................14 8.9.2. Facings........................................................................14 8.9.3. Thermal Blocks...........................................................14 8.9.4. Rigid Foam Insulation ................................................ 14 8.10. ROOF CURBS....................................................................14 8.10.1. Standards .................................................................14 8.11. PIPE FLASHING...............................................................14 8.11.1. Standards....................................................................14 9. ERECTION AND INSTALLATION...................................14 10. BUILDING ANCHORAGE AND FOUNDATION ..........15 11. WARRANTIES....................................................................15 M Av. 2601 1 GENERAL 1.1 SCOPE 1.1.1 The attached specifications cover the standard materials and components used in the design and fabrication of American Buildings Company's metal building sys- tems. 1.1.2 These specifications are an outline of performance to insure that the architect, engineer, builder and/or owner understand the basis for design, manufacture and appli- cation of all American Buildings Company's metal building systems. 1.1.3 Due to a continuing program of research and develop- ment, specifications in this manual are subject to change without notice. • 1.2 BUILDING DESCRIPTION Simple"wall girls are inset into the column line. 1.2.7 LT Lean-to is a single slope extension to a primary structure which provides structural support. These units usually have the same. standard roof slope and girt de- sign as the building to which they are attached. 1.2.8 LP2 Low Profile, Clear Span is a continuous frame building with a standard roof slope of 1/2:12.. The pri- mary frames have tapered beams on uniform depth col- umns. The bottom flange of the tapered beam is hori- zontal. Simple span sidewall girts are inset into the column line. 1.2.9 LP2-M Low Profile, Interior Column is a continuous frame building with a standard roof slope of 1/2:12. The primary frames have tapered rafters and uniform depth columns and have one or more interior columns. Simple span sidewall girts are inset into the column line. 1.2.1 LRF Rigid Frame (Low Profile) Clear Span is a con- 1.2.10 tinuous frame building with a standard roof slope of 1:12. The primary frames have tapered columns and rafters, and the continuous sidewall girts bypass the column. 1.2.2 RF Rigid Frame (High Profile) Clear Span is a continu- ous frame building with a standard roof slope of 4:12. The primary frames have tapered columns and rafters, and the continuous sidewall girts bypass the columns. 1.2.11 1.2.3 LRF -M Rigid Frame (Low Profile) Interior Column is a continuous frame building with a standard roof slope of 1:12. The primary frames have tapered columns and rafters, and have one or more interior columns: Con- tinuous sidewall girts bypass the columns. 1.2.4 RF -M Rigid Frame (High Profile) Interior Column is a continuous frame building with a standard roof slope of 1.2.12 4:12. The primary frames have tapered columns and rafters, and have one or more interior columns. Con- tinuous sidewall girts bypass the columns. LP4 Low Profile, Clear Span is a continuous frame building with a standard roof slope of 1/4:12. The primary frames have uniform depth columns and ta- pered or uniform depth rafters. Simple span sidewall girts are inset into the column line. Due to the lower profile, LP4 buildings require the use of American Buildings Company's Standing Seam 11, Standing Seam 360 or Loc Seam Roof System. 1.2.5 GC Girder Column, Clear Span is a continuous frame building with a standard roof slope of 1:12. The pri- mary frames have tapered beams on uniform depth col- umns. The bottom flange of the tapered beam is hori- 1 2 13 zontal. Simple span sidewall gins are inset into the column line. 1.2.6 GC -M Girder Column, Interior Columns is a continu- ous frame building with a standard roof slope of 1:12. The primary frames have tapered beams of uniform depth columns, and have one or more interior columns. MAV. 2001 LP4-M Low Profile, Interior Column is a continuous frame building with a standard roof slope of 1/4:12 - The primary frames have tapered rafters on uniform depth columns, and have one or more interior columns. Simple span sidewall girts are inset into the column line. Due to the lower profile, LP4-M buildings require the use of American Buildings Company's Standin€ Seam 11, Standing Seam 360, or Loc Seam Roof Sys- tem. LSS Low Profile, Single Slope is a continuous frame clear span building with a standard roof slope of 1/4:12 The primary frames have tapered columns and rafter; and the continuous sidewall gins bypass the column: Due to the low profile, LSS buildings require the use c American Buildings Company's Standing Seam 1: Standing Seam 360 or Loc Seam Roof System. LSS-M Low Profile, Single Slope, Interior Column is continuous frame building with a standard roof slope 1/4:12. The primary frames have tapered columns ai rafters and have one or more interior columns. TI continuous sidewall girts bypass the columns. Due the low profile, LSS-M buildings require the use American Buildings Company's Standing Seam Standing Seam 360 or Loc Seam Roof System. .2.14 SSF Single Slope, Inset Girts is a , frame, clear span building with a standard roof slope of 1/4:12. The primary frames have uniform depth columns and uniform depth or tapered rafters. Simple span sidewall girts are inset into the column line. Due to the low pro- file, SSF buildings require the use of American Build- ings Company's Standing Seam Il, Standing Seam 360 or Loc Seam Roof System. 1.2.15 SSF-M Single Slope, Interior Columns, Inset Girts is a continuous frame, clear span building with a standard roof slope of 1/4:12. The primary frames have uniform columns and tapered rafters. Simple span sidewall girts are inset into the column line. Due to the low profile, SSF-M buildings require the use of American Buildings Company's Standing Seam 11, Standing Seam 360 or Loc Seam Roof System. 1.3 BUILDING NOMENCLATURE 1* Standard Roof Slope a) 1" of rise for each 12" of horizontal run (LRF, LRF -M, GC). b) 4" of rise for each 12" of horizontal run (RF, RF - M). c) 1/2" of rise for each 12" of horizontal run (LP2, LP2-M). d) 1/4" of rise for each 12" of horizontal run (LP4, LP4-M, LSS, LSS-M, SSF, SSF-M). 1.3.2 Building "Width" is measured from outside to outside of sidewall girts except Shadow Panel. 10 Building "Save Height" is a nominal dimension meas- ured from the bottom of the base plate on the column to the intersection of the roof and sidewall sheets. 1.3.4 Building "Length" is measured from outside to outside of endwall girts except Shadow Panel. 1.3.5 Standard "Bay Spacing" shall be 20', 25', or 30' between frame centerlines (except at end bays), unless otherwise specified, for buildings with Architectural (A2P) or Long Span (LSP) wall panels. and assembly og components. These draw- ings will show anchor bolt settings, transverse cross sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. 1.4.2 Certifications: Standard drawings and design analysis shall bear the seal of a registered professional engineer upon request. 1.4.3 AISC Certification, Category MB: All American Buildings Company's buildings systems shall be engi- neered and fabricated to meet the AISC certification standard for Category MB. 2 STRUCTURAL STEEL DESIGN 2.1 GENERAL 2.1.1 All structural mill sections or welded built-up plate sections shall be designed in accordance with the AISC "Specification for Structural Steel Buildings," Allow- able Stress Design and Plastic Design, June 1, 1989. 2.1.2 All Cold -Formed steel structural members shall be de- signed in accordance with the AISC "Specification for the Design of Cold -Formed Steel Structural Members," 1996 edition. 2.2 DESIGN LOADS 2.2.1 The design loads for the building shall be, in addition to their own dead load, the live, wind, snow and seismic loads required of the following as specified: a) Standard Building Code, by the Southern Building Code Congress International, Inc. b) The BOCA National Building Code, by the Build- ing Officials and Code Administrators, Inc. c) Uniform Building Code, by the International Con- ference of Building Officials. d) National Building Code of Canada, by the National Research Council of Canada. e) Low Rise Building Systems Manual, by the Metal Building Manufacturers Association. 1.3.6 Standard "Bay Spacing" shall be 20', 24', or 28' between 2 2 2 The building components shall be designed to meet the frame centerlines (except at end bays) for buildings most severe conditions of load combinations set by the with Shadow Panel (HFP) walls. specified building code, but in no case be less than that produced by the following load combinations: 1.4 DRAWINGS AND CERTIFICATION A. Building dead load plus roof live load (or snow) 1.4.1 Drawings: American Buildings Company shall furnish complete erection drawings for the proper identification B. Building dead load plus wind load _000""ft.— MAY. 2001 4 C. Building dead load plus ► a plus one-half Horizontal Den **10 "•10 Yr. = 50 Yr. x 75% roof snow load Wall **10 Yr. Design Wind Pressure L/120 D. Building dead load plus roof snow load plus one- Panels half wind load Girts **10 Yr. Design Wind Pressure supporting metal wall U120 2.2.3 Roof live and snow loads shall be applied on the hori- supporting masonry wall U240 < 1'/s" zontal roof projection. Wind loads shall be assumed to act horizontally and shall be applied as pressure and Frame **10 Yr. Design Wind Pressure suction perpendicular to the building surfaces. supporting metal wall H/60 supporting masonry wall H/100 2.2.4 Where local jurisdiction dictates, designs based on Crane Lateral Load or **10 other than above listed loads, combinations of loads, or Yr, Wind Pressure: method of load application may be obtained upon re- pendant operated crane H/100@ Runway quest. cab operated crane H/240 < 2"@ Runway 2.3 DESIGN POLICY Crane U400 Runways Crane Lateral Load 2.3.1 American Buildings Company's standard design prac- tices incorporate Serviceability Limits from the 1996 Spandrel **10 Yr. Desi Wind Pressure U240 MBMA Manual (reprinted from AISC Steel Design Beams 1 Guide Series #3, "Serviceability Design Considerations Com - for Low -Rise Buildings"). Owner requirements that The following serviceability limits of American Buildings Com - exceed these considerations must be included in the pany are also used for project design. building order documents. The applicable building code may also provide deflection limitations. Vertical Deflections: Roof Panels Roof or Live Snow Load U150 Ve_ rtical Deflections: *Roof Snow = Factored 50 Yr. Ground Snow Expansion and Contraction: eve Purlins Roof Live or *Snow Load U150 1000 feet supporting metal roof only U240 Longitudinal Expansion every supporting ceiling tiles supporting plaster/drywall ceiling U360 Transverse Expansion Joint every 200 feet Rafters Roof Live or *Snow Load U150 2.3.2 It is the policy of American Buildings Company to de— supporting metal roof only /15sign rigid frames for the increased loading associated 0 supporting ceiling tiles with two -span continuous purlins and girts. This ap— • supporting plaster/drywall ceiling L/360 plies to all loads with a load path through a purlin or girt. An increase of 25% is normally associated with Floor Joist two equal bays. /Beams Floor Live Load L/360 supporting concrete slabs /240 This is not applicable to the frame loading when purlins or girts supporting plywood deck, etc. are designed as "single -span". Crane 3 $ASIC MATERIAL SPECIFICATIONS Runway Crane Vertical Static Load top running cranes: 1,/600 CMAA Classes A, B, C U600 3.1 PRIMARY FRAMING STEEL CMAA Class D L/1000 CMAA Classes E, F monorail cranes: 3.1.1 Steel for mill -rolled structural sections shall conform I underhung and mo CMAA Classes n ai G L/450 the requirements of ASTM specification A 36 or ASTI A 572 Grade 50 as applicable. Jib Crane Crane Vertical Load LJ225 3.1.2 Steel for all built=up sections shall meet as applicab Lintelthe physical and chemical properties of: Beams Total Load I,/600 < 0.3" na a v. 2001 0 A. ASTM A 572 Grade 50 with a yield of 55,000 psi, or ASTM A 607, Grade 55, or ASTM A 570, Grade 55 or ASTM A 529, Grade 55 or ASTM A 709, Grade 50. B. ASTM A 572, Grade 50 or ASTM A 607, Grade 50 or ASTM A 570, Grade 50. 1.3 Steel for all endwall '"C" sections shall meet the physi- cal and chemical properties of ASTM A 570, Grade 55. .2 SECONDARY FRAMING STEEL .2.1 Steel used to form purlins, girts, eave struts and "C" sections shall meet the physical and chemical properties of ASTM A 570, Grade 55 or ASTM A 607, Grade 55. -.2.2 i 3.3 4 STRUCTURAL G 4.1 GENERAL 4.1.1 Framing members shall be shop fabricated for field bolted assembly. The surfaces of the bolted connec- tions shall be smooth and free from burrs or distortions. 4.1.2 All shop connections shall be in accordance with the American Welding Society (AWS) Code for Building Construction or the Canadian Welding Bureau (CWB), as applicable. Certification of welder qualification will be furnished when required and specified at order entry. 4.1.3 All framing members where necessary shall carry an easily visible identifying mark. Steel used to form zinc -coated (galvanized) purlins and gins shall meet the physical and chemical properties of 4.1.4 Visual inspection methods will be used for verification ASTM A 653, Grade 50 and G90 Coating designation of weld quality as outlined by the AWS Structural Steel as described in ASTM A 924. Welding code, Visual Inspection Acceptance Criteria, Table 6.1. ROOF AND WALL PANEL MATERIAL Exterior panels shall conform to one of the following: 3.3.1 Panel material as specified shall be 26 gage zinc -coated (galvanized) steel, coating designation G90, conform- ing to the requirements of ASTM A 653, Grade 80. Minimum yield strength shall be 80,000 psi. 3.3.2 Panel material as specified shall be 24 gage zinc -coated (galvanized) steel, coating designation G90, conform- ing to the requirement of ASTM A 653, Grade 80. Minimum yield strength shall be 80,000 psi. Panel material as specified shall be 26 gage aliuninum- zinc alloy -coated steel, conforming to the requirements of ASTM A 792, Grade 80. Minimum yield strength shall be 80,000 psi. 3.3.4 Panel material as specified shall be 24 gage aluminum - zinc alloy -coated steel, conforming to the requirements of ASTM A 792, Grade 80. Minimum yield strength shall be 80,000 psi. 4.2 PRIMARY FRAMING 4.2..1 Rigid Frame: All rigid frames shall be welded, built-up "I" sections or mill -rolled structural sections. The col- umns and the rafters may be either uniform depth or ta- pered. 4.2.2 Endwall Frames: All endwall roof beams and endwall columns shall be cold -formed "C" sections, mill -rolled structural sections, or built-up "I" sections as required by design. 4.2.3 Plates, Stiffeners, etc.: All base plates, splice plates, cap plates, and stiffeners shall be factory welded into place on the structural members. 4.2.4 Bolt Holes, etc.: All base plates and flanges shall be shop fabricated to include bolt connection holes. Webs shall be shop fabricated to include cable brace or rod brace holes and flange brace holes. 4.3 SECONDARY FRAMING 3.3.5 Panel material as specified shall be 24 gage aluminum- 4.3.1 zinc alloy -coated steel conforming to the requirements of ASTM A 792, Grade 50B. Minimum yield strength shall be 50,000 psi. 3.3.6 Panel material as specified shall be 22 gage aluminum zinc alloy -coated steel conforming to the requirements 4 3 2 of ASTM A 792, Grade 50B. Minimum yield strength shall be 50,000 psi. MAN,. 2001 6 Purlins and Girts: Purlins and girts shall be cold - formed "Z" or "C" sections with stiffened flanges. They shall be pre -punched at the factory to provide for field bolting to the primary framing. They shall be simple or continuous span as required by design. Eave Struts: Eave Struts shall be unequal flange, cold - formed "C" sections. 4.3.3 Base Angle: A base membe supplied by which the base of the wall covering may be attached to the pe- rimeter of the slab. This member shall be secured to the concrete slab with concrete anchors as shown on the drawings. 4.4 BRACING 4.4.1 Diagonal Bracing: Diagonal bracing in the roof and sidewall shall be used to remove longitudinal loads (wind, crane, etc.) from the structure. This bracing will be fumished to length and equipped with bevel wash- ers, cut washers and nuts at each end. It may consist of rods threaded at each end or galvanized cable with suit- able threaded end anchors. panel esh shall be either pre -painted G90 zinc -coated (galvanized) or pre -painted AZ50 alumi- num -zinc alloy -coated. Pre -painted panels shall have American Buildings Company's Premium 70 Plus (Ky- nar 5008) Finish. An embossed finish is available as an option. 5.1.6 American Buildings Company's Architectural III (A3P) wall panels as specified shall be 29, 26, or 24 gage 80,000 psi steel or 22 gage 50,000 psi steel. The panel exterior finish shall be either pre -painted G90 zinc - coated (galvanized) or pre -painted AZ50 aluminum - zinc alloy -coated. Panels shall have American Build- ings Company's Premium 70 Plus (Kynar 5008) Finish. An embossed finish is available as an option. 4.4.2 Flange Braces: The compression flange of all primary 5.1.7 American Buildings Company's Multi -Rib (MRP) liner framing shall be braced laterally with angles connecting panels as specified shall be 29 gage (nominal) Pre- to the webs of purlins or girts so that the flange com- painted G90 zinc -coated (galvanized) steel, prepainted pressive stress is within allowable limits for any combi- AZ50 aluminum -zinc alloy coated or 26 gage perfo- • nation of loadings. rated steel. Panels shall have American Buildings Company's Reflective White Long Life Finish: 4.4.3 Special Bracing: When diagonal bracing is not permit- ted in the sidewall, a rigid frame type portal, fixed base columns, or wall diaphragm must be used. Wind brac- ing in the roof and/or walls need not be furnished where it can be shown that the diaphragm strength of the roof and/or wall covering is adequate to resist the applied wind forces. 5 ROOF AND WALL COVERING 5.1 GENERAL 5.1.8 American Buildings Company's Long Span 11I (UP) liner panels as specified shall be 29 gage (nominal) pre— painted G90 zinc -coated (galvanized) steel, prepainted AZ50 aluminum -zinc alloy coated or 26 gage perfo— rated steel. Panels shall have American Buildings Company's Reflective White Long Life Finish. 5.1.9 5.1.1 Wall panels shall be either American Buildings Com- pany's Long Span III Panel (UP), Architectural III Panel (A3P) or Shadow Panel (HFP). 5.1.10 5.1.2 Roof panels shall be either American Buildings Com- pany's Long Span III Panel (UP), Standing Seam Il Panel (S2P), Standing Seam 360 Panel (S3P), Loc Seam Panel (LOC) or Seam Loc Panel (SLC). 5.1.3 Liner and soffit panels shall be either American Build- 5.1.11 ings Company's Multi -Rib Panel (MRP), Long Span III Panel (UP) Architectural III Panel (A3P), or Soffit - Liner Panel (SLP). American Buildings Company's Shadow Panels (HFP; shall be embossed 24gage 50,000 psi steel. The pane: exterior finish shall be either pre -painted G90 zinc. coated (galvanized) or pre -painted AZ50 aluminum zinc alloy -coated. Panels shall have American Build ings Company's Premium 70 Plus (Kynar 5000) Finish 5.1.4 Facade fascia panels shall be either American Buildings Company's Long Span III Panel (UP), Architectural III Panel (A3P), Shadow Panel (HFP), Mansard Fascia Panel (MFP) or Seam Loc Panel (SLC). 5.1.12 5.1.5 American Buildings Company's Long Span III (UP) roof and wall panels as specified shall be 29, 26, or 24 gage 80,000 psi steel or 22 gage 50,000 psi steel. The v1 A v. 2001 American Buildings Company's Soffit -Liner Pane: (SLP) shall be 24 gage steel. The panel exterior finis shall be either pre -painted G90 zinc -coated (galvanizet or pre -painted AZ50 aluminum -zinc alloy -coated. Pa -1 els shall have American Buildings Company's Premix: 70 Plus (Kynar 5000) Finish. American Buildings Company's Standing Seam (S2P) and Standing Seam 360 (S3P) Roof Panels specified shall be 24 or 22 gage 50,000 psi steel. T panel exterior finish shall be either pre -painted G zinc -coated (galvanized) or pre -painted AZ50 alur num-zinc alloy -coated. Pre -painted panels shall ha American Buildings Company's Premium 70 Plus (�k nar 5008) Finish. American Buildings Company's Loc Seam Par (LOC) as specified shall be 24 or 22 gage 50,000 steel. The panel exterior finish . shall be either 1 painted G90 zinc -coated (galvanized) or pre -pair AZ50 aluminum -zinc alloy -coated. O -painted panels shall have American Buildings Company's Premium 70 Plus (Kynar 500@) Finish. 13 American Buildings Company's Mansard Fascia Panels (MFP) as specified shall be 24 gage 50,000 psi steel. The panel exterior finish shall be either pre -painted G90 zinc -coated (galvanized) or pre -painted AZ50 alumi- num -zinc alloy -coated. Pre -painted panels shall have American Buildings Company's Premium 70 Plus (Ky- nar 5008) Finish. 1.14 American Buildings Company's Seam Loc Panels (SLC) as specified shall be 24 or 22 gage 50,000 psi steel. The panel exterior finish shall be either pre- painted G90 zinc coated (galvanized) or pre -painted AZ50 aluminum zinc alloy -coated. Pre -painted panels shall have American Buildings Company's Premium 70 Plus (Kynar 5000) Finish. . PANEL DESCRIPTION ;.2.1 American Buildings Company's Long Span III Panel (UP) shall have major ribs 1-1/4" high, spaced 12" on center. In the flat area between the major ribs are two smaller ribs. Each panel shall provide 36" net coverage in width. All roof panel side laps shall be at least one major rib and shall have a purlin bearing leg on the bot- tom section of the lap. 5.2.2 American Buildings Company's Architectural 111 Panel (A3P) shall have a configuration consisting of ribs 1- 1/4" deep. Major corrugations shall be spaced 12 on center. Panel design produces a decorative smooth shadow -line with semi -concealed fasteners. Architec- tural ill panels shall provide a 36" net coverage in • width. have a configurati OS- g of 2" high (3" including seam) by 4-3/4" wide rib, spaced on 24" centers. Pan- els shall be joined at the side laps with an interlocking seam standing 1" above the major rib. Each panel shall provide 24" net coverage in width. The female panel seam shall have factory applied sealant. 5.2.7 American Buildings Company's Loc Seam Panel (LOC) shall have a configuration 16" or 12" wide with 2" high vertical male and female ribs. The female seam shall have factory applied sealant. The panel seam shall be interlocked by a specially designed electric seaming machine. 5.2.8 American Buildings Company's Mansard Fascia Panel (MFP) shall have a flat surface with a male and female interlocking 1" seam. Panels shall have a 10-3/16" or 18-5/8" nominal coverage. A solid 30 minimum ply- wood decking or equivalent with a minimum 3:12 slope is required. 5.2.9 American Buildings Company's Seam Loc Panel (SLC) shall have a flat surface with a male and female inter- locking 1-3/4" seam. The female seam shall have fac- tory applied sealant. Panels shall have IT, 16" or 18" net coverage. A minimum 3:12 slope is required. 5.2.10 Panel Length: All wall panels shall be continuous from sill to roof line and all roof panels shall be continuous from eave to ridge except where length becomes pro- hibitive for handling purposes. Roof panel end laps shall be a minimum 6" for Standing Seam and Loc Seam panels and a minimum 4" for Long Span panels. Wall panel end laps shall be a minimum 3". 5.2.11 Endwall Edge Cuts: All endwall panels for buildings with 1:12 or less roof slope shall be square cut. All endwall panels for buildings with a roof slope over 1:12 shall be bevel cut. 5.2.3 American Buildings Company's Multi -Rib Panel (MRP) shall have a configuration consisting of ribs 3/4" deep. Major corrugations shall be spaced 6" on center. 5.2.12 A certain amount of waviness called "oilcanning" may exist in the flat portion of the panel. Minor waviness of Each panel shall provide 36" net coverage. the panel is not sufficient cause for rejection. Oilcan - 5.2.4 American Buildings Company's Shadow Panel (HFP) ning does not affect the structural integrity of the panel. shall have a configuration 16" wide and 3" deep with design 6 1VIISCELLANEOUS MATERIAL center rib 6 wide and 1-1/2" deep. The panel produces completely hidden fastener panel. Net cover- SPECIFICATIONS age of each panel is 16". 5.2.5 American Buildings Company's Soffit Liner Panel (SLP) shall have a configuration consisting of 1" inter- locking ribs. The interlocking ribs are designed to con- ceal the panel fasteners. The Soffit Liner Panel shall provide a net coverage of 12". 5.2.6 American Buildings Company's Standing Seam I1 (S2P) and Standing Seam 360 (S3P) Roof Panel shall 6.1 FASTENERS 6.1.1 Structural Bolts: All bolts used in primary splices and secondary framing connections shall be ASTM A 325 as required by design. MAN'. 2001 6.1.2 Fasteners for Roof Panels: panels shall be at- 6.1.5 Fastene oof Panel Clips: All Standing Seam tacked to the secondary framing members by the fol- and Loc Seam Panel clips shall be attached to the lowing: purlins by the following: A. Premium roof fasteners shall be No. 12 x 1-1/4" or No: 14 x 1" self -drilling carbon steel screws with a molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assem- bled with an EPDM washer. Premium roof fasten- ers shall be used on all pre -painted or warranted roofs. B. Standard roof fasteners shall be No. 12 x 1-1/4" or No. 14 x 1 self -drilling carbon steel screws with an integral hex washer head. -Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a corrosive resistant coat- ing over zinc plating. Standard fasteners shall be used on unwarranted aluminum -zinc alloy -coated roofs only. • 6.1.3 Fasteners for roof panel side. laps and flashing connec- tions: Long Span III Roof Panel side laps and flashing connections shall be stitched by the following: • A. Premium roof fasteners shall be No. 14 x 7/8 self - drilling carbon steel screws with a molded zinc al- loy or capped stainless cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre -painted or warranted roofs. B. Standard roof fasteners shall be No. 14 x 7/8" self - drilling carbon steel screws with an integral hex washer head. Roof Asteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a corrosive resistant coating over zinc plating. Standard fasteners shall be used on unwar- ranted aluminum -zinc alloy -coated roofs only. 6.1.4 Fasteners for roof panel to flashing connections: Loc Seam and Standing Seam roof systems shall be the fol- lowing: A. Premium roof fasteners shall be No. 14 x l" self - drilling carbon steel screws with molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre -painted or warranted roofs. A. Self -drilling screws for attaching expansion clips shall be carbon steel No. 12 x 1-1/4" hex -head, cadmium or zinc plated. The fasteners are applica- ble for use with .fiberglass blanket insulation with thicknesses up to and including 6 inches. B. Self -drilling screws for attaching expansion clips on bar joists shall be carbon steel No. 12 x 1-1/4" Tek 4 or No. 12 x 1-1/2" Tek 5 hex -head cadmium or zinc plated. The fasteners are applicable for use with fiberglass blanket insulation with thicknesses up to and including 6 inches. 6.1.6 Fasteners for Wall Panels and Liner Panels: All Long Span III, Architectural III or Multi -Rib Panels shall be attached to the secondary framing members by means of self -drilling carbon steel screws, No. 12 x 1-1/4" hex washer head, cadmium or zinc plated, assembled with a 0.040" minimum thickness nylon isolation washer. The fasteners shall be color coordinated with a premium coating system which protects against corrosion and weathering. The fasteners are applicable for use with fiberglass blanket insulation up to 4" (6" for Architec- tural III Panels) in thickness. B. Standard roof fasteners shall be No. 14 x 1 self - drilling carbon steel screws with an integral hex washer head. Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a corrosive resistant coating over zinc plating. Standard fasteners shall be used on unwar- ranted aluminum -zinc alloy -coated roofs only. 6.1.7 Fasteners for Wall Panel side laps and Liner Panel side laps: All Long Span I11, Architectural III or Multi -Rib Panel side laps shall be stitched by means of self - drilling carbon steel screws, No. 14 x 7/8" cadmium or zinc plated, assembled with a 0.040" minimum thick- ness nylon isolation washer. The fasteners shall be color coordinated with a premium coating system which protects against corrosion and weathering. 6.1.8 Fasteners for Shadow Panels: These fasteners shall be carbon steel, yellow chromate over zinc plate finish No. 12 x 1" self -drilling hex -head screws with a specia 1/2" x 1" rectangular locking nut. 6.1.9 Blind Fasteners: All blind fasteners shall be 1/8" di ameter, high strength 6052 painted aluminum rivets a manufactured by USM POP or equal. 6.2 PANEL CLIPS 6.2.1 Panel clips (SSPC series) for the Standing Seam it Roo Panel shall be of a two part assembly. The tab portior are 2-1/2" wide, die formed SAE 1050 high carb< spring steel and heat treated to Rockwell 45C to 50- writh fluorocarbon coating for corrosion resistance, 301 stainless steel. The base portion of the clip shall 2-1/4" or 3-1/4" (for thermal blocks) in height. T base shall be die formed from 12 gage, zinc -coal M AV. 2001 (galvanized) steel. Total expansion of the clip assembly shall be 2-1/2". 2.2 Panel clips (LSEC series) for the Loc Seam Panel shall be of a two part assembly. The tab portion shall be a nominal 2-3/8" or 3-1/8" (for thermal blocks) in height and 3 in width, die formed from 24 gage aluminum coated steel. The base shall be die formed from 18 gage zinc -coated (galvanized) steel. Total expansion capability of the clip shall be 1-1/4". .2.3 Panel clips (MFPC series) for the Mansard Fascia panel shall be a nominal 1" in height and 1-1/2" in width. The clip shall be die formed from 26 gage zinc -coated (galvanized) steel, or aluminum -zinc alloy -coated steel. i.2.4 Panel clips (S3PC) for the Standing Seam 360 panel shall be a two part assembly. The tab portion is die formed .031 thick aluminum coated steel. The base shall be die formed 12 gage, zinc -coated (galvanized) •material 2-1/4" or 3-1/4" (for thermal blocks) high and 6" long. The expansion capability of the clip shall be 2- 1/2". 6.2.5 Panel clips (SLPC) for the Seam Loc panel are a nomi- nal 1-3/4" in height and 3-3/4" in width (UL90) and 1- 3/4" in height and 2" in width (Standard) die formed 18 gage zinc -coated (galvanized) steel. 63 CLOSURES AND SEALANTS shall have factoaLtic, Sika Sika -Caulk 501 or equal. Its composition shall be 91% solids by weight. Service temperature range shall be from -60°F to +2507. The material shall meet or surpass the re- quirements of Federal Specification TT -C -1796A, Type 1, Class A. 6.3.5 Sealant: All American Buildings Company's Standing Seam and Loc Seam Roof end laps, roof flashing laps, ridges and cave shall be sealed with tape mastic, Sika Sika -Tape TC -95 or equal. The material shall be non- staining, non -corrosive, non-toxic, and non-volatile. Composition shall be 100% solid ethylene propylene copolymer tape. Service temperature shall be from -60° F to +212°F. The material shall meet or surpass the re- quirements of Federal Specification TT -C -1796A, Type Il, Class B. 6.3.6 Caulk: ' Eaves, endlaps, ridge and cave closures are sealed with non -skinning butyl caulk, Sika, SikaCaulk 501 or equal. Its composition is 91%.solids by weight. Service temperature range is —60° F to +250° F. The material meets or surpasses requirements of Federal Specification TT -C -1796A, Type 1, Class A. All gutter and downspout joints, roof accessories, doors, windows, and louvers shall be seal6d with poly- urethane caulk, Sika, SikaFlex 219LM or approved equal. It shall meet or exceed the requirements of Fed- eral Specification TT -S -00230C, Type 11, Class A. 6.4 GUTTER, FLASHING AND DOWNSPOUT 6.3.1 Closure Strips: The corrugations of the roof and wall 6.4.1 panels shall be filled with preformed closed cell non - shrinking, laminated polyethylene closures along the cave, ridge and rake when required for weathertight- ness. 6• Metal Closures: The corrugations and pan area of the Standing Seam 11 and Standing Seam 360 Roof Panel shall be filled with formed metal closures. The closures shall be formed from 20 gage steel to the shape of the 6.4.2 configuration. The closure exterior finish shall be AZ55 aluminum -zinc alloy -coated. 6.3.3 Sealant: Long Span Panel roof side laps, end laps, roof flashing laps, ridges and cave shall be sealed with 1/2" x 1/8" tape mastic, Sika Sika -Tape TC -95 or equal. The material shall be non -staining, non -corrosive, non-toxic, and non-volatile. Composition shall be 100% solid ethylene propylene copolymer tape. Service tempera- ture shall be from -60° F to +212°F. The material shall meet or surpass the requirements of Federal Specifica- tion TT -C -1796A, Type. 11, Class B, and NAAMM SS - 1 C-68. Gutters and Flashings: All standard exterior gutters are 26 gage G90 zinc -coated (galvanized) or AZ50 alumi- num -zinc alloy -coated steel with a pre -painted finish in White or Burnished Slate. Standard rake flashing is 26 gage G90 zinc -coated (galvanized) or AZ50 aluminum - zinc alloy -coated steel with a pre -painted finish in Re- flective White or Burnished Slate. All other gutter and flashings shall be a minimum 26 gage steel. Downspouts: All downspouts shall be 28 gage zinc - coated (galvanized) . or aluminum -zinc alloy -coated steel with color coordinated, pre -painted finish, rectan- gular in .shape. 7 PAINTING ASTM testing is performed on specifically and care- fully prepared test coupons. These tests are designed to accurately compare varying products in a controlled environment and may or may not be indicative of actual field results. 7.1 STRUCTURAL PAINTING Primer systems are not intended as finish coat paint Sys - 6.3.4 Sealant: American Buildings Company's Standing tems and do not offer the uniformity of appearance, du - Seam, Loc Seam and Seam Loc Roof Panels side laps rability or corrosion resistance of a top coat applied M Ay. 2001 N n • over aP rimer. Primers a to promote the wetting action and adhesion of a top coat and offer only short-term corrosion protection from ordinary atmos- pheric exposure. 7.1.1 Shop Applied Primers - All uncoated structural steel members shall be cleaned of all foreign matter and loose mill scale as per requirements of the Structural Steel Painting Council cleaning specification SSPC- SP2 and SSPC-SP1 as required. Structural steel mem- bers will then receive a one mill coat of American Buildings Company's red oxide primer. Primer meets or exceeds the performance requirements of the specifi- cation SSPC-15, for Type 1 Red Oxide Paint. Primer is not intended as a finish coat and is compatible only for top coating with solvent based alkyd and modified al- kyd top coat paints. 7.1.2 Pre -painted Cold Formed Materials - At American's option, cold formed secondary structural framing may use pre -painted coil stock which eliminates the need for shop applied primer. Primer will be applied in a thick- ness of .45 -.55 mils. Primer meets or exceeds the per- formance requirements of the specification SSPC-15, for shop applied Type 1 Red Oxide paint. Primer is not intended as a finish coat. Due to lubricants used to aid the roll forming process, the application of a tie coat must be used prior to application of a topcoat. 7.2.4 interior Finish: The interior finish shall have a parch- ment polyester topcoat over an epoxy or urethane primer. The dry film thickness shall be 0.3 mils.. 73 PREMIUM 70 PLUS COATED PANELS 7.3.1 Base Metal shall be 29, 26, 24 or 22 gage G90 zinc - coated (galvanized) or AZ50 aluminum -zinc alloy - coated steel. 7.3.2 Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be 0.25 mils minimum. 7.1.3 Abrasions caused by handling after painting as well as 7.3.3 the flaking of tight mill scale are to be expected. American Buildings shall furnish primer to allow for touch-up of these areas by the contractor. 7.2 LONG LIFE COATED PANELS 7.2.1 Base Metal shall be 26 or 24 gage G90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.2.2 Prime Coat: The base shall be pretreated and then primed with an epoxy or urethane type primer for supe- rior adhesion and superior resistance to corrosion. The dry film thickness shall be 0.2 mils. 7.2.3 Exterior Coat: After priming, the exterior side shall be given a Long Life coating, baked in excess of 500° F to a controlled dry film thickness of 0.7 to 0.8 tails. Ex- cellent weatherability and resistance to coating deterio- ration shall be evident when subject to the following tests: TEST TEST METHOD PERFORMANCE Exterior Coat: After priming, the exterior side shall be given a finish coat of a 70% minimum Kynar 500® (PVDF) formulation. The dry film thickness of the top- coat shall be 0.90 mils minimum. The total dry film thickness shall be 1.05 mils minimum. Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: TEST ' EsT METHOD PERFORMANCE Specular Gloss Dry Film Hardness Film Adhesion Direct Impact Reverse Impact Abrasion Resistance Chemical Resistance Salt Spray Resistance Humidity Resistance Color Retention Chalk Resistance ASTM D 523 Low Gloss, 5-10 at 60 Dry Film Hardness ASTM D 3363 F-214 Q.U.V. Weatherometer ASTM G 53 Passes 300 hours, no ASTM D 2794 Excellent/No .Removal objectionable color Excellent/No Removal ASTM D 968 change, chalking or ASTM D 1308 Excellent/No Remova: blistering Humidity Resistance ASTM D 2247 Passes 1000 hours Salt Spray Resistance ASTM B 117 Passes 750 hours Reverse Impact ASTM D 2794 Passes, No Removal Microbial Attack ASTM G 22 Passes 7.2.4 interior Finish: The interior finish shall have a parch- ment polyester topcoat over an epoxy or urethane primer. The dry film thickness shall be 0.3 mils.. 73 PREMIUM 70 PLUS COATED PANELS 7.3.1 Base Metal shall be 29, 26, 24 or 22 gage G90 zinc - coated (galvanized) or AZ50 aluminum -zinc alloy - coated steel. 7.3.2 Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be 0.25 mils minimum. 7.1.3 Abrasions caused by handling after painting as well as 7.3.3 the flaking of tight mill scale are to be expected. American Buildings shall furnish primer to allow for touch-up of these areas by the contractor. 7.2 LONG LIFE COATED PANELS 7.2.1 Base Metal shall be 26 or 24 gage G90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.2.2 Prime Coat: The base shall be pretreated and then primed with an epoxy or urethane type primer for supe- rior adhesion and superior resistance to corrosion. The dry film thickness shall be 0.2 mils. 7.2.3 Exterior Coat: After priming, the exterior side shall be given a Long Life coating, baked in excess of 500° F to a controlled dry film thickness of 0.7 to 0.8 tails. Ex- cellent weatherability and resistance to coating deterio- ration shall be evident when subject to the following tests: TEST TEST METHOD PERFORMANCE Exterior Coat: After priming, the exterior side shall be given a finish coat of a 70% minimum Kynar 500® (PVDF) formulation. The dry film thickness of the top- coat shall be 0.90 mils minimum. The total dry film thickness shall be 1.05 mils minimum. Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: TEST ' EsT METHOD PERFORMANCE Specular Gloss Dry Film Hardness Film Adhesion Direct Impact Reverse Impact Abrasion Resistance Chemical Resistance Salt Spray Resistance Humidity Resistance Color Retention Chalk Resistance ASTM D 523 Low Gloss, 5-10 at 60 degrees ASTM D 3363 F minimum ASTM D 3359 Excellent/No Removal ASTM D 2794 Excellent/No .Removal ASTM D 2794 Excellent/No Removal ASTM D 968 Exceeds 60 liters ASTM D 1308 Excellent/No Remova: ASTM B 117 Passes 1000 hours ASTM D 2247 Passes 1000 hours ASTM D 2244 No objectionable change. Max. 4 Delta E units (Hunter) Coloi Change ASTM D 659 No objectionable change. Minimum ra ing of 9 Specular Gloss ASTM D 523 25-35 degrees on a std. arner 60 deg. 7.3.4 Roof panels with the Premium 70 Plus finish must ha meter a minimum 112:12 roof slope to qualify for Mates mi Av_ 2061 Warranty interior Finish: The interio , hall have a parchment polyester topcoat or backer over an epoxy, urethane, or water base primer. The dry film thickness of the backer shall be 0.4 mils minimum. 1.4 PREMIUM 70M COATED PANELS 1.4.1 Base metal shall be 29, 26, 24, or 22 gage G90 zinc - coated (galvanized) or AZ50 aluminum -zinc alloy - coated steel. 8 ACCESSORIES %o 8.1 WINDOWS 8.1.1 7.4.2 Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base primer. The dry film thickness of the primers shall be 0.4 mils minimum. 8.1.2 7.4.3. Exterior Coat: After priming, the exterior side shall be •given a finish coat of a 70% minimum Kynar 5009 (PVDF)'formulation. The dry film thickness of the top- coat shall be 1.0 mils minimum. The total dry film thickness shall be 1.4 mils minimum Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: TEST TEST METHOD PERFORMANCE Specular Gloss ASTM D 523 Medium Gloss, 30-40 at 60 degrees Dry Film Hardness ASTM D 3363 F minimum Film Adhesion ASTM D 3359 Excellent/No Removal Direct Impact ASTM D 2794 Excellent/No Removal Reverse Impact ASTM D 2794 Excellent/No Removal Abrasion Resistance ASTM D 968 Exceeds 100 liters (iftical Resistance ASTM D 1308 Excellent/No Removal SWSpray Resistance ASTM B 117 Passes 1000 hours Humidity Resistance ASTM D 2247 Passes 2000 hours Color Retention ASTM D 2244 No objectionable change. Max. 4 Delta E units (Hunter) Color Change Chalk Resistance ASTM D 659 No objectionable change. Minimum rating of 9 Roof panels with the Premium 70M finish must have a minimum 1/2:12 roof slope to qualify for Material Warranty. 7.4.4. Interior Finish: The interior finish shall have a parch- ment polyester topcoat or backer over an epoxy, ure- thane, or water base primer. The dry film thickness of the backer shall be 0.4 mils minimum. Standard windows shall be horizontal slide units with a bronze finish, T-0" x 3'-0" and 4'-0" x 3'-0" in Architec- tural and Long Span Panel Walls, and 4'-0" x 3'-0" in Shadow Panel Walls. They shall be furnished complete with 7/16" hermetically sealed double glass, hardware, and half screen. Windows shall be self -flashing to American Buildings Company's wall panels. They shall conform to ASI A134.1 and shall be certified by Architectural Aluminum Manufacturers Association for high performance commercial construction, HS -B2 -HP. Narrow Light Windows shall be wall units T-0" x 7' having dark bronze aluminum frames 1-3/4" x 4" and V solar bronze annealed insulated glass. The glazing stop shall snap on using stainless steel spring clips. There shall be no exposed screws on the Glazing Bead. The glass shall be set against the fin using Butyl Tape and sealed on interior and exterior with silicone to in- sure a water -tight seal and to enable truck shipment without damage or glass slippage. 8.1.3 The Thermal Barrier Windows shall be horizontal slide units with a bronze finish. They are available in T-0" x 3'-0", 4'4" x 3'-011, 4'-0" x 4'-0" and 6'-0" x T-0" size that are self flashing to American Buildings Company's Longspan and Architectural I1 wall panels. A T-0" x 6-0" fixed glass unit is available. They shall be fur- nished with a 5/8" insulated glass and a polyurethane thermal barrier. 8.2 PERSONNEL DOORS 8.2.1 Standard personnel doors shall be 3'-0" x T-0" and 1- 3/4" manufactured from 20 gage zinc -coated (galva- nized) steel. Doors shall have a textured finish and shall be painted white. Doors shall meet Federal Speci- fication RR -D -575b and Commercial Standards CS - 242 -62 and PS4-66. Doors shall be one of the follow- ing: A. "Premium" Republic DL Series, (honey comb core) finish painted or equal. B. "Economy" Republic DL Series, (honey comb core) prime painted or equal. 12 MAY. 2601 1. Doors shall have square edges for non -hand instal- lation. 2. Doors shall be flush and have vertical seams rein- forced with continuous 16 gage channels.. 3. Doors shall be provided with top and bottom in- verted 16 gage galvanized steel channels spot- welded within the door. 4. Doors "A" and "B" sha etnforced, stiffened, and sound deadened with impregnated kraft honey- comb core completely filling the inside faces of the door and laminated to the inside faces of the pan- els. 5. Doors shall be reinforced for applicable hardware. 8.2.2 Door frames shall be 16 gage zinc -coated (galvanized) steel, painted white and shall be one of the following: A ,Premium" Republic FE Series, finish painted hav- ing a jamb depth of 5 3/4 " with a 16 gage jamb re- tainer. B. "Economy" FE Series, prime painted having a jamb depth of 5 3/4 ". 1. Door jambs shall be constructed for non -hand in- stallation. 2. Door frame "A" shall have factory applied weather-stripping. 3. Door frame "B" shall have weather-stripping pro- vided for field installation. 4. Door frames shall be shipped as a package, one pair of jambs (hinge and strike for single openings or 2 hinge jambs for double openings), heads, sill plate, jamb retainers, girt anchors, weatherstrip, threshold, hinges and fasteners. 8.2.3 Standard locksets shall be one of the following: A. Yale CRE 8722 11 mortise lockset, US26D finish, or equal. B. CAL -ROYAL TS -00 26D Lever Handle Lockset or equal. 8.2.4 Exit devices shall be one of the following: A. Yale 7100 Styline series rim device with a stainless steel finish. 11 Mee".6.2 series 4000 Grade 1 require- ments. B. Mortise lock with lever handles on both sides. Shall be Yale AU8722FL Grade 1. Meets ANSI A 156.13 series 1000 requirements. 8.3.4 Exit device shall be Dorma 8000 Series or equal. 8.3.5 Thresholds are constructed of aluminum alloy #6063- T5 with mill finish, ADA compliant. All fasteners and anchors included for complete installation. 8.4 SLIDING DOORS 8.4.1 Standard double sliding door sizes shall be 12' wide by 10', 12', 14' or 16' high as specified. All sliding doors shall be designed to withstand applicable wind loads. 8.4.2 Doors will be shipped unassembled, complete with bot- tom guide, lock angles for side closure, hoods to protect the top of doors from weather, four-wheel trolleys, and galvanized track. Doors shall be supported from a structural header by 3/8" bolts on the 2'-0" center. Door panels shall be the Long Span III Panel. and the color shall be Reflective White. Each door leaf shall have two four-wheel trolleys. They shall be 2-1/8" in diameter and shall be formed from heavy gage steel that has been zinc plated and chromated to resist rust: The wheels shall have hardened steel roller bearings sealed with long lasting lubricants. They shall be as manufac- tured by the National Manufacturing Company (No - 1050T) or equal. 8.5 OVERHEAD DOOR FRAMING • 8.2.5 Door threshold shall be aluminum, supplied with flat 8.5.1 head screws and expansion shields for attachment to masonry floor. 8.3 pRE-ASSEMBLED PERSONNEL DOORS 8.3.1 Pre -assembled personnel doors when specified shall be 3'-0" x T-0" x 1-3/4" manufactured from 20 gage zinc - coated (galvanized) steel with Standard White or Bronze baked on primed finish. Doors are insulated Polyurethane Core (R 14.5). 8.3.2 Door frames shall be 16 gage zinc -coated (galvanized) steel with Standard White or Bronze baked on primed finish. Overhead door support framing shall be designed to resist applicable wind loads and shall consist of channel, jambs with a channel header at the top of the opening. 26 gage steel, color coordinated flashing shall be prc•- vided to conceal panel edges at the opening unless oth- erwise specified. 8.6 GRAVITY VENTILATORS 8.6.1 Gravity ridge ventilators shall be manufactured froi ealvanized steel and painted white. The ventilator bad shall be 24 gage and the skirt shall be adjustable t match the roof slope. Chain operated damper will t furnished. Ventilators shall be equipped with standw bird screens and riveted end caps. Ventilators shall 1 10' long and have a 9" or 12" throat. 8.3.3 Standard lockset shall be one of the following: 8.6,2, 20" round ventilators shall be 24 gage and shall have A. Entry lock with lever handles will be on both sides. adjustable base for ridge mounting or a pitched base f Key -in -knob on exterior side and thumb turn push on -slope mounting. button on interior side. Shall be Yale AU5407LN. yr A v. 2001 7 LOUVERS to to Standing Seam Roof 7.1 Louvers shall be manufactured from 20 gage zinc- Loc Seam Roof coated (galvanized) steel, painted white, and shall be self -framing and self -flashing. They shall be equipped Long Span III Roof with adjustable dampers unless otherwise specified. Nominal size shall be 3'-0" x 4'-0" for Longspan III Long Span III Wall (L3P) and Architectural III (A3P) walls and 4'-0" x 4'- Architectural III Wall 0" for Shadow Panels (HFP) walls. ;.8 SKYLIGHTS 1.8.1 Roof skylight panels shall be translucent fiberglass re- inforced panels made in the same configuration as the metal panels. They shall be manufactured with a 2 ounce woven fiberglass cloth reinforcement in addition to random strand mat or cut glass fibers for structural strength. They shall meet or exceed applicable re- quirements of ASTM D 3841-80 Type 1, and ICBO Re- search Report No. 1412. Material weight shall not be • less than 8 ounces per square foot. Impact Test: Skylights shall resist penetration when subject to a 100 pound cylindrical weight with a 5-3/4" diameter (26 square inches) dropped from a height of 70". Flammability rate of material shall be no greater than 2 in/min when tested under ASTM D 635. Coeffi- cient of heat transmission (U -factors) shall be no greater than 0.8 BTU/Hr/Sq. ft. degree F. Available in- sulated skylights shall have a light transmitting foam sandwiched between a standard weight exterior panel and a 4 ounce nominal weight interior panel. Skylight panels shall be equivalent to STRONGLIGHT panels as manufactured by Lasco Industries, or equal. 6" over purlin with or without rigid foam thermal .block 6" over purlin with or without rigid foam thenal block 4" over purlin with an addi- tional 2" between purlins 4" over girt 6" over girt 8.9.2 Fiberglass Insulation Facings shall be laminated on one side with one of the facings as shown in chart below. Facings other than those shown in the chart below are available upon request. FACINGS ENGINEERING PROPERTIES • (STRONGLIGHT Skylight) NOMINAL PROPERTY TEST METHOD VALUE Shear Strength ASTM D 732 11,000 psi Bearing Strength ASTM D 953 A 13,400 psi Tensile Strength ASTM D 638 19,000 psi 8.8.2 Wall sidelight panels shall be translucent fiberglass panels made in the same configuration as the wall pan- els. They shall meet or exceed applicable requirements of ASTM D3841-80 Type 1, and ICBO Research Re- port No. 1412. Material weight shall not be less than 6 ounces per square foot. *All laminated or composite flame spreads are 25. The white vinyl flame spread rating is only available based on composite testing. 8.9.3 Rigid Foam Thermal Blocks shall be cut from high density extruded polystyrene board stock, having a UL 25 flame spread rating. Thermal Blocks shall have a minimum thickness of 3/4 inch and shall be a minimum of 3 inches in width. Thermal Block material shall be Dow Styrofoam (Blue Board) or equal. 8.9.4 Foil -faced rigid insulation (Thermaxg) has a glass fiber reinforced polyisocyanurate foam core. The foam core has a uniform, closed -cell structure which is resistant to the flow of heat. Aluminum foil facers laminated to each side of the product provide an effective moisture barrier. Rigid insulation products are available in thicknesses from 1/2" to 4". Rigid insulation shall be Thermax by Celotex or approved equal. 8.10 ROOF CURBS 8.10.1 Roofcurbs shall be manufactured from minimum 18 gage AZ55 aluminum -zinc alloy -coated steel. Curbs shall have an integral cricket type water diverter. The minimum curb height shall be 8". 8.11 PIPE FLASHING 8.9 INSULATION 8.11.1 Pipe flashing shall be of a one piece construction and fabricated from an EPDM membrane and shall have an 8.9.1 Fiberglass Blanket Insulation shall be available in 2", aluminum base that can be field conformed to any panel 3", 4" and 6" thicknesses. (Other roof insulation sys- configuration. Pipe flashings shall be flexible for terns are available with thickness up to 12 inches.) Maximum application thicknesses are as follomounting on any roof slope. Service temperature follows:ranges shall be from -30°F to +250°F. Three standard w 14 M Av. 2001 WHITE WMP- WMP- WMP- COLOR VINYL VR 10 FSK F Flame Spread* 25 10* 10* 5* 10* Perm Rating 1.0 .09 .02 .02 .02 Service Temp. Min 00 -400 -400 -400 -400 ENGINEERING PROPERTIES • (STRONGLIGHT Skylight) NOMINAL PROPERTY TEST METHOD VALUE Shear Strength ASTM D 732 11,000 psi Bearing Strength ASTM D 953 A 13,400 psi Tensile Strength ASTM D 638 19,000 psi 8.8.2 Wall sidelight panels shall be translucent fiberglass panels made in the same configuration as the wall pan- els. They shall meet or exceed applicable requirements of ASTM D3841-80 Type 1, and ICBO Research Re- port No. 1412. Material weight shall not be less than 6 ounces per square foot. *All laminated or composite flame spreads are 25. The white vinyl flame spread rating is only available based on composite testing. 8.9.3 Rigid Foam Thermal Blocks shall be cut from high density extruded polystyrene board stock, having a UL 25 flame spread rating. Thermal Blocks shall have a minimum thickness of 3/4 inch and shall be a minimum of 3 inches in width. Thermal Block material shall be Dow Styrofoam (Blue Board) or equal. 8.9.4 Foil -faced rigid insulation (Thermaxg) has a glass fiber reinforced polyisocyanurate foam core. The foam core has a uniform, closed -cell structure which is resistant to the flow of heat. Aluminum foil facers laminated to each side of the product provide an effective moisture barrier. Rigid insulation products are available in thicknesses from 1/2" to 4". Rigid insulation shall be Thermax by Celotex or approved equal. 8.10 ROOF CURBS 8.10.1 Roofcurbs shall be manufactured from minimum 18 gage AZ55 aluminum -zinc alloy -coated steel. Curbs shall have an integral cricket type water diverter. The minimum curb height shall be 8". 8.11 PIPE FLASHING 8.9 INSULATION 8.11.1 Pipe flashing shall be of a one piece construction and fabricated from an EPDM membrane and shall have an 8.9.1 Fiberglass Blanket Insulation shall be available in 2", aluminum base that can be field conformed to any panel 3", 4" and 6" thicknesses. (Other roof insulation sys- configuration. Pipe flashings shall be flexible for terns are available with thickness up to 12 inches.) Maximum application thicknesses are as follomounting on any roof slope. Service temperature follows:ranges shall be from -30°F to +250°F. Three standard w 14 M Av. 2001 flashing sizes shall accomm sizes from 1/4" diameter up to 13" diameter. 9 ERECTION AND INSTALLATION The erection of the metal building and the installation of accessories shall be performed in accordance with the American Buildings Company's erection manuals and the building erection drawings. The erection shall be performed by a qualified erector using proper tools and equipment. In. addition, erection practices shall conform to Section 6, Common Industry Practices found in the "Low Rise Building Systems Manual," MBMA 1996. There shall be no field modifications to primary struc- tural members except as authorized and specified by American Buildings Company. SAFETY DURING ERECTION CANNOT BE OVER -EMPHASIZED! • 10 BUILDING ANCHORAGE AND FOUNDATION The building anchor bolts shall resist the maximum column reactions resulting from the specified combina- tions of loadings. The quantities and diameters shall be specified by American Buildings Company. Anchor bolt embedment designs and the anchor bolts are to be supplied by others, NOT American Buildings Com- pany. Anchor bolt embedment and foundations shall be adequately designed by a qualified foundation engineer to support the building reactions and other loads which may be imposed by the building use. The design shall be based on the specific soil conditions of the building • site. The foundation engineer shall be retained by other than American Buildings Company. American Build- ings Company assumes no responsibility of the integ- rity of the foundation. 11 WARRANTIES American Buildings Company offers a variety of war- ranties for panel coatings, roof systems weathertight- ness, purchased products, and manufactured materials. For specific warranty details and costs contact Ameri- can Buildings Company at 334-687-2032. M AV. 2001 A i - • • y .e