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HomeMy WebLinkAbout040-490-003- '� Albert Aldred (Use Permit for metal re -cycling yard) �. �'�''. Contr. us Gore, Durham ,rmit #4984-79B(lst. renewal/5717.-.77) contrv-,,'Robinson Enterprises, Chico` Permit #'3.830 (add storage, to scale house) /) O 9 3 / contr: Rob nson Enterp., hic Perm t"'`rf222-82B(lst renewal/3830-8Q1 03-3552 (TINKER, ALDRED & DAVIS 7 STEEL MILL LN CHICO . INALEp Cont: STOTT'OUTDOOR, b-dy NEW COMMERCIAL SIGN 072 1 ,fr 11 i min MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift { 6th Lift FIRE WALLS (Occupancy, Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling COMMERCIAL 040-490-003 r p3-3552 TINKER; ALDRED & DAVIS _7 -STEEL MILL LN,, CHICO' R Cont: STOTT OUTDOOR NEW COMMERCIAL SIGN i D NOTES ' . i tFe COPY Date I Dat - i JOB FINALED (Date) Signature V=OK O=Not OK - = Not Applicable = Not Ready OK except #'s COMMERCIAL t IDate FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 2!Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab: Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. O.W.V.; fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe: Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date =a f -D Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer. 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof ----- 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing 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. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel: Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor o Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HO Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - 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 1�?>6� ASSESSOR PARCEL NUMBER 040,-490-001 ZONING M-1 BUILDING PERMIT OWNER ALDRED INC. TELEPRONt 24 2-ZL93 SQ. FT. OCC. BUILDING VALUATION . OWNER'S MNUNG ADDRESS PO BOX 781, INTRIJAM, CA 915938-078-3 CONT+ • 19,200. CONTRACTOR'S NAME S= OUTDOOR ADVERTISING TELEPHONE CONTRACTOR'S MAILING ADDRESS Pn BOX 791 CHIM, CA 95927-7209 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 361.55 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other NEW SIGN -REPLACES EX SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S GW @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 "OVMain Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 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: 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. s0 3.5¢FT. LKl.H61UT. MULTI.OUTLET @7.50 Por APPARATUS a B'LEONDLmFr CIR. EX. Occup. OUTLET OR FIXTURES BAL p x.50 Ex. Occup. oUS gEs�sID)EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ nn WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �) 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier _C j¢%_ _ Z-4 , 6" Policy Number 1_q- Z`ill ^-a;, (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' co ens provisions of section 3700 of the Labor Code, I shall forthwith c ly se provisions. r / X Date �� 1 IZ (� Sign ure A Icant - Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction3 of structures over 3 stories in hei ht. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 04.55 HAZ D IMP FLOOD CDF PAR PD HD SUE This permit is hereby issued under of the Butte Co ty Code and/or indi d a ve ok which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �¢ l 1 13 19 Dee Receipt No. 3 WHITE-D.D.S.-B.D. CANARWA SESSOR P K -INSPECTOR GOLDEN ROD -APPLICANT C06N7Y-OF BUTTE -DEPARTMENT, -E -ELOPtiIL`NT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: + -%t!p h p�` L A015 I. Vl ASSESSOR PARCEL NUMBER 6 JW�/ -/ (j '• Proposed Building Use: 69-1 ) Or MY0410 L s>(Ct4 Counter Technician: 7e' Date: I I' Items required in order to apply for a permit. All boxes MyST be checked OR marked NA in order to apply. �d 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the planss mee 'DIS. Engineered plans, 3 or 4 sets, with wet signature on plans AND Is of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be ' stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site 01 n and busipegs,licen✓eRapplr641 from the City_of,Biggs- 0 iggsf❑ 10. Letter of intent for non-residential buildings ................................. .5,5;.1 .. /I.X .... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................. OL 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by %*15. Other Irlammg items needed to issue the permit. (May require additional plan review upon receipt of thin iter 16. Fees as shown on the attached Schedule of Fees Due Sheet.. � C.IF.. ? 5 .. cod 4,11.7— Statement of I tent for•Nola heated and A/C Buildings ................... ........:.. �J 18. SW rnt on ani site plan,approval from the Environmental Health Department in(' hl ❑ 19.. City of Chi6o Plumbing permit........................................................................ k2!1 Califorriia Depart,pent of Forestry plan approval ❑ paid. Sent by: ...................... . Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 2. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 3. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑> 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, O Check to H.C.D. $ ❑ 34. Other: , When issued Telephone �L - it and hold for pickup. I have been informe1t a ove items and requirements for obtaining a building permit. , Applicant: Date: I f [I ? k -s 1Index perit cats for the above i ms n red: Plan Check Letter V�f t ,� 2. Additional items required I<f Contractor, designer, owner, was advised o a ❑ ph , ❑,mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data b one, O mail, ❑ count, rby Date: Plans reviewed by: Date: Plans approved by: L / �Z-7 Date: `• Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H..USE OPLY - � Rot Rea AtbcMd - Roar Raa AnacMd Sam to B.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ICZ 2d 01 A, Z K,4fi,-4 90 —&,�3 Owner Locatioff AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 01 4l��l� f�ww ' Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNETF, ;1-% ti -C J AA rpJ 1-.' 'V A P # JIV fl)-PL`D -Q PROPROSED BUILDING USE 1. BUILDING PERMI --- Balance Due.......... --- Additional Fees Due --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ 4. URBAN AREA FEES Residential (per unit)..... _ X # Units Amt. DATE RECEIPT # DATE REC. Sq /_I '54 J (paid at Building Division) Commercial (Sq. Ftg.).... X =$ . Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit applicatio w a 'sed the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the 1 cki process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive s Oroville, California 95965 • Telephone (530) 538-751 EMIT NO. 1-4 12/9 6) APPLICATION AND PERMIT (�) ESSORPARCELNUMBER . 11C „ zcw _ BUILDING PERMIT NEa —� _ TL1EPHONE SO. FT. OCC. BUILDING VALUATION Ut «' NERS�y,,Dyy,gDDREBJ NAME., /J / / /7 1 1• LENDERS MAILING ADDRESS ARCHRECT OR ENGINEER ARCHRECT OR ENGIRMS MALLJNG ADDRESS Total Valuation is NO. Firing Fee $ 20.00 Permit Fee $ C-0 Plan Checking Fee $ BUROPIGADDRESS c ;4ei 11r Lame.Irl. 1 Energy Plan Checking Fee PERMIT FEE $ $ $ LOT NO. � PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 FLOOD ELECTRICAL PERMIT Sy 5' Trap 7.00 I ISSUE USEOFSTRUCTURE Solar r heat um water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other C=tylatytaL Water iing 15.00 46.00 sPEea-r Each gas water eater or vent 15.00 TYPE OF WORK Gas piping tem 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer j 15.00 /0 S'� Moble Home S G W @20.00 Describe Work: EX20 Occu . oUnET OR FDRURES n1fal P-1 yZ CONST. TYPE TOTAL FEE $ 140 L11SS PERMIT FEE S HAZ - -O FLOOD ELECTRICAL PERMIT EL Fling Fee 20.00 HD I ISSUE 20GV oa � 23.00 Gv Main Service Main Service 2WA TO IOWA 46.00 NM CONST. OW"N OCCUP. ( . 3.5¢F0. OR ADONS. a AOC. BEDS. �) SS KEW CONST. MULTFOUT ET N°NREs�. AM ` @7.50 PERMIT, FEE PAID $ . POWl71 APPARATUS a sINGLE DUn CMR EX20 Occu . oUnET OR FDRURES BAL O L.50 Ex. Occup. OL 61D 1 .1 5.00 SRA$ Temporary Service 23.00 Moble Home Facilities 1 20.00 Wisc. Wiring23.00 SHERIFF $ PERMIT FEE $ MECHANICAL PERMIT Feng Fee 20.00 OTHER $ +kating,. Coolin Hood 6.50 $ Ventilation PERMIT FEt_ S Moble Home Installation Fee $ Energy Inspection Fee $ AMOUNT RECEIVED $ / '-7,44,5-s' v, caa CONST. TYPE TOTAL FEE $ 140 L11SS HAZ D. FEE$ FLOOD I CDF EL HD I ISSUE This permit is hereby issued under the applicable provisions ,qblkou*wk� of the Butte County Code and/or Resolutions to do work DATE RECEIVED 1'7-0.3 ✓ *1t�� indicated above for which fees have been paid. /�j/`� By Date RECEIPT #3 `lYv — r � PERMIT EXPIRES ON testa) National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. L additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BNfPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BIVIPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: OD soT. G,.T Title: Date: I t I i? t c -i By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N. 0.1.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan Sc," 1 11 t $o. PLANNING DIVISION - BUILDING PLAN APPROVAL Use: D V— Date: i 1 1 Parking: _ Landscaping: Other �{-� Se—I 63 A C i 1 Signature: a �OiT 41a i �abQ IGLU tit.�tTr St yes Ccc,c7� GPr9�1Z? T w we•1. drE,ri � ?c*. t3 lr .11 A�ik wit, - q4 O - bO3 f � w t APPROVED i I t i E'. a tp ee+ d U6 PE�RMI T LAST NAME CONTRACTOR STREET NO USE VALUATION FEES PAID FEES 2 FEES_3 - _-- FEES 4 PLAN CHECK ACTIVITY Bin STREET NAME ■ APN'= FIRST NAME ' -CITY/CTY',� CITY. _ TYPE REMARKS • B M PE MM • FLOOD .�� RECEIPT APPLIED RECEIPT 2 ISSUED RECEIPT 3 _ `RECEIPT 4 'FINALED Plan Chk-1: Chkd By -1: _ Return -1: -� Str Chk-1: Plan_ Chk-2: _ Ch_ kd By -2: _ Return -2: Str Chk-2: Plan Chk-3: Ch - - -- _ _ - - kd By -3: _ Approved: Str Appr: Comments: 255 char. max 25 char. max June 23, 2004 Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR www.buttecounty.net/dds 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ALDRED INC. Steel Mill Supply P.O. Box 783 Durham, CA 95938 RE: Butte County Code Violation 7 Steel Lane, Chico AN 040-490-003 Gentlemen: The Butte County Department of Development Services, Code Enforcement section has determined by inspection and research that there are currently code violations present on your property at the above -referenced location. Specifically, the violations include: 1. The keeping of junk and inoperable vehicles in public view. This is an advisory notice that these uses are in violation of the Butte County Code, as follows: • Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. • Butte County Code, Chapter 24, Section 24-175 - M -I (Light Industrial) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the M-1 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: ALDRED INC. AP# 040-490-003 June 23, 2004 Page 2 Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. Butte County Code, Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24- 305.451. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2. Remove all inoperable/junk vehicles from the property. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Gary Brown Code Enforcement Officer GB:Ir cc: Department of Development Services, Code Enforcement Butte County Department ofDevelopmentServices YVONNE CHRISTOPHER, DIRECTOR N 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile M TO: FROM: ' C� SUBJECT: DATE: LP2A Michael Vieira (530) 538-7159 mvieiraO-buttecounty.net Plans Transmittal For Review Per Contract 12/9/2003 Applicant: Tinker Davis/Aldred Inc. Project Type: Commercial 100% Plan Check Fees 134.55 Energy Calc Fees $ 134.55 Permit 03-3552 APN: 040-490-003 70% $ 94.19 $ 94.19 LP2A Fee $ 94.19 Copies Attached: Qty Chk Application —74 Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations 4 1 Energy Calculations Structural Calculations Residential Plan Review Guide 4/4 Residential Construction Requirements Other Other r� `111 L?s. DATEr 01/00/00 0000 0t 0 ountyofWte 0 OU; o 1 tk t' z Tlnk@r Aldred OWNER i'1a/0S-NO t �091/30U0/ Phone::342x, ' AA�t _ '� k Daws „ tt, � , g;' " °_ " rk ° ` Phone s Et s s z x DEPARTMENT OF o L�tfl=g secs s c o r q %�' MAIL P, O xBoXx%83„.xx.xkx:xx:,xxx l..a+.� :x. Phone. ,t x?.,._a.j xxxxx xz:x DEVELOPMENT SERVICES ;cOu"jy ADDRESS: _ Building Division < s e £CA + Durham 'A,I;,;;; x; C'Ax;l. 9,5938x xlx. �° E A' `;^' ,,`x °'xx"x-,x Stott Outdoor AdverflSln sn ' Phone:' 7 County Center Drive M CONTRACTOR .,, k sr s ' ° Aa A9 � st ° zg P cck fi Ass c o zz is�1, 5A zxeez s z1 P O Box 7209 Phone t Oroville, CA 96965 „:, 1(53 0)53&7541 0 _ ChICOxxs x .x k . xx, F"sx.xz :xk„x CA.a; 95927, F.;,:xxx_ x, Email s� x x.x 1;.x Sx:x.;xF'„„. xx. .. -. ”AAAAkAAAAkA'"kAk'kkkA:,:k.xu•'AkasA Ara Aa:icAA.Sk A 6 cAAaAkAkk;i - A.'k�k-fDkk:k-""xA:"xAA4AAk w7:.: g%S C '.:`:::,x,s< �,:... A :t;x .::tSC:..A;xsAA::;: .. M.HWK C Phone - ARCHITECT,c REENGINEER s 1 a s s i-;. € a . s cat 81� n1 _. s ilfiPM ... .. � s Lfc No r sg s�� s ... • ... PERMIT NUMBER' 37735Z)Z-�, 9P ,E A AqA es C GA AH. ,F k u a' k a C C A SIk s � CA s.x -,x,>x,cx Al—z srx�xlx,xx: °x x i11 Email n 7x SITE ° ° f 7 Steel MIII Lane 0 s-- Phone A APPLICATION, PERMIT ..ADDRESS k xA1 A.f 1 S AND. Chico ASAI k a a ss cls i R gi5 c s, x%q x .CAx,«, : s , xz.xx x w aq,: Email ggomrneaal s A —HIRUSE p other: CA s A s s5-1, s c f i9 °• O A❑ O i t f ": k y �� A k c x C s �C Cx x9x .Ax C ..,:._5_.. �_.._ .,._ i ... ..._-... .-. t%F.55_ 53'% .._.__.:..-..v. .. .3:._ IC'-_ _---..5:: 3.. _ 5%% xi ...i.%«.._ A::;;%«c::q1%1^.:. 3! ...d�...:'.., h.. S�AC'p«fCxxxxCCzx�.%..% X55..5 A' s'sNew Addn . Rmdl s Utlts Instln ; e r t s a s TYPE OF �. s r s e s s s 9k r s s e Other. a A A ck s7 sz i s r s s ss s e S t s . C � " WORK m_a. ?_i _..� _ e_. a�s..W #�.: ,. �_..a-. ..-�c _-_. - .. aA^_.., -._�t. 2 Ci ,.._?. ..._%:.5....:___'k5.5_... %,,, A.. _. _:._ :,C- _C..C-S,_.%._.-M%._C,..l..r ..% L'� .__,..__ xx::Ar::;Ar„xx�x�x r xxxxxx,:xxxxxxxxxxxxx> DE CRIPTI g P kk9,_9 g E « kf ".—MIR R R s + s a' ..CPS ;i:AssAAH- s sx :e•: :a, ;s:ks S ON ,xx, s s 2x 3. s, K P1 A c's3: zsa:9;Ss: s s ck s E!sa.x.x; xxu ,o A Pxsx.xxxxxxxx'sr s ; • - x- C, C as,sxxs„hx:xxxx E C - C a i # s •x 'SCg_'xv'SC?^' . _a_.._._. �i'tI: #� ,�[ ; Y�.y.x-'s..3”g`''�€'i,'��'”@�.a.�'q,.,�--'r,9 '„•: :@'-3...,[ '-t"i 'a,�'! •F -'Yid �{. '. '�-x y,` '-,+r. -4 •Jy r ys`'7'k::i.u'.'��y _ .� viw # x' Z X('�.'� ri- Se.C'!,_'XCLL o v:N'he i'x:S'�f :»..-vCao S.'' 3�.":. :.. k :,.�,J' •"�:... F t �f. 33- -dx•W' E'b h, 1' .:�'fm�c . X's` j h �Y.$ :h R fL`�32' ,'xNf ,,,,r3�+� 4f " �i > 71 I hereby affirm under penality of perjury that I anilicensed 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 s ss Ya c 5 :License Classes Vis; 5A k.;, ; . License No k yrs . A. ,N.>p k .:. <. ra.M BUILDERDECLAEtATION.�, OWNER , ��:: ft �.�_v�:<. RANter= �.,_x�,�3. ��- _w_ W_ I hereby affirm underpenality of perjury that I am _exempt from the Contractor's State License. Law for the following reason: -' - E3 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. C3 ' - -' I, as owner of,lhe property, am exclusively.contracting with licensed contractors to construct the project. ”. I am exempt under „ - , Sec., r N NRNFAIN, Business and Professions Code for this reason: 3 : m1a ? xja q 1. y i r:3 '.G HH",—, ME -11k C aaa4 C C' ' A ! C C �.q xx kY v1xL %PCVP �. k ,P I Is C xx. _. 0._.E_.._... %fiCd _C. ____. _CS.,_ C' _ ...... „ n. ,:,-,w - ,�e� 4 'xk•• �t E�SX 8x i»5� 4:-- ar 4. -`r' - x € - C• ._ s _ ' K WOtRKERSCOMPENSATION,DECLARATION '' � gi hereby affirm under penaty,of perjury one of the following declarations: ' I have and will maintains certificate of consent to self-insure for workers' compensation, as provided for by Sectiom3700 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 the work for which this permit is issued: ',' ; : • - My workers' compensalion insurance camer`and policy numberare: , •,. r o t x.a s U. C _'a' G ➢� Y y,p a t- 7 ¢lA '. $ 1 t P C s C xC Carrier: : 5-11-° c n P x , s s axx.8x,x s Ps ;xP:, s„ ax:xs s s, . xA xx xax x.xsxx H. C S xCAP:A'AAA .......... x.: ! .xxxx.x:5:xxxC:xx.�, xx 5.n x.xx xxx.. 7...' C 1 - CA�;6EPxxxxxxxxxxxxxxxxxA,.xx x .xxx xxxx C.: xxxx ::. x Ax,:iA,":xvx g x xxx1� xxAxR,k xk 1..M1xCyx.xix:CACAAA;CCC "xx.ACA% PC% ,xxCxxxxxlxx Gxxxx+xxxt.,x"�.:,i Policy Number. ssx.xx xxtx:sxAxx.x.x xxxx :xa xxxssxP "n'. x x:xtl— s saxxnxxxxx. xAxx,xxx..xssss; . xxx.xsss:x.xxxxxx.xxxAAA xsssP Px:exxxxxxxaszs$PPAPAAssss°� his section need not be completed if the ermit is for one hundred dollars $100 orless . , I certify that, in'Jhe 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 workers' C3 compensation laws of California'and agree that;, if I should become subject to the worker's compensation-provisions of Section 3709 of the-Labor Code, 'I shall forthwith - comply with those' orovisions.' WARNING: FAILURE TO SECURE WORKER'S COMPENSATION. COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES.AND CIVIL ' FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($1000000), IN ADDITION TO THE COST OF COMPENSATION; DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE ' LABOR CODE INTEREST, AND ATTORNEY'S FEES. -' C,ONS,TRUCTION by .$ $ i r.. 'a+'5., ? fined Y. i`vS;t „�,�{i`.q .may t. i' >: K Sl: .�K'fif LENDINGAGENCY<.. r +.s �. �, �;,,� �c:r I hereby affirm under penally of peryury that there Es a construction lending agency for the performance of the work for which this permit Is issued •- O ". 3, SC 1t fS q� t xC d Tlv„nx 's '.. s. i 1 1: : : c- P a. r s'' GC t.`«..E: �._,.: P t s. - e s r : sf Lender's Name: O _..5 -. A.l...... q. _..._._ -._.. ,. ,.... d.... _ G tLAE: .. '. £sCr1i C-£411SC.. AY C1NC.0 ”, A 6 k. "CxG 'AE Lender's Address: '£.r_.x A x�" ., I certify that I have read this application and,state that the above information is correct.' I agree to comply .with all city and county ordinances and state, laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes.- urposes.Signature'of Signature ofApplicant ' • Date °xl Owner O. Contractor o :Agent . • ,. An OSHA permlf is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. . - 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:,, ._ Date;_ .. %PERMIT EXPIRES ON: B x Date: a Page 1 of 3 l LN Lf) AP-NO.: 040-490-003 DATES: 11/17/03 OWNER: Tinker Aldred - Davis Phone: SITE ADDRESS: 7 Steel Mill Lane 342-4930 Chico Zoning M-1 Acres 5.54 Name/Date Flood ' X Map/Book 62 Page 41 Block Lot 4 . Panel 0540C Snow Load Other 7/28/1977 SRA No VALUATION CODE SQ FT $/SQ FT VALUATION 0 0 $ - Business/Office 0 $ _ 0 0 $ - 0 0 $ - Contractor estimated value 1 $'19,2,00:00 $ 19,200.00 Re-Roofx SQ $ 60.00 Calculates uares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Clr): Masonry: $ _ TOTAL VALUATION $ : 19,200.00 BUILDING PERMIT FEES QTY FEES FILING FEE ,1' $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee -1/2 (MH) $ 207.00 Plan Check @ 65% Permit Fee 1 ; $ 134.55 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ _ Revised Plan Check $ 46.00 $ - Energy Inspection Fee $ 46.00 $ - Energy Plan Check Commercial 4000+: $ _ Residential To Master: $ _ Mobile Home Installation Inspection $ 100.00 $ - TOTAL BUILDING PERMIT FEES : $ 361.55 PLUMBING PERMIT FILING FEE $ 20.00 $ Each Trap $ 7.00 $ - Solar or heat pump water heater $ 23.00 $ - Water piping $ 15.00 $ Each gas water heater or vent $ 15.00 $ - Gas piping system 1-5 Outlets 1 5+ Outlets 1 $15/$3 $ - Building Sewer $ 15.00 $ - Mobile Home Utilities Sewer: I I Water: Gas: $ 20.00 $ - $ - TOTAL PLUMBING PERMITTEES $ - I xda>sak ka x nay o., $a a : n r� an a�a r3a - k t r a N1 A€=NO.: 040-490-003. DATESrc 11 /17/03 . ,.... x... ,xx ,.rx x s rc s H.I.M.T. xr��,rx;x, n<d ,. § OWNER: ` Tinker Aldred - Davis,,,. Phone: - ,3a2-4930.: SITE ADDRESS 7 Steel Mali and Chico Mu x W i€ k ?�'k4 K:kw xi 3 " 2 It 3f !L i4f '�' o { £. ,{::k S. +.±'� E . y "#. J`�., j $S F £ Q ELECTRICAL PERMIT,W:,,.: s.,... s_.:; i.f , �, _ r.E�,.f,� x �€w aws, a,:,. 4a:[,d�, FILING FEET " =kxx 20.00 � $ $ 20.00; Main Service 600V or less/200A or lessmu ' M 5 $ 23.00 $, 23.00 s 200+A to 1000A a s $ 46.00 $ New Construction or Addns Dwellin Occu ied 8 Accesso Bld s'°'' 9'. P rY 9 $ 0.035 ;$ New Construction Multi -Outlet Branch Circuits �,,' `.. $ 7.50 $ Non -Residential -mg mv­ Power A"pparatus&Single Outlet C'ir. 45=__ $ Mr - Outlets or Fixtures �` 1 20, $ y 1.00 $ Existing Occupied' ` 20+ a _ x $ 0:50 $ Fixed Appliances or Outlets (Res) ea.EVU .........x $ 500 $ Temporary Service,, 23.00 $ . Mobile. Home Facilities '-MON Mul, �x .. s:..> x, $ ; 20.00 $ . Miscellaneous Wiring $. 23.00 - $. Pre4rispectiorr (existing MH-, existing site),'y ..; l V.wj x,x `k„, $ '23.00 $ ' . - Pool Electric _ _i .f - � . x $ 30.00 . $” .. .. C,!J k u x 4. tl'-:t xC r QF 4 z ST 5att Ay k 5 0 n a i r1 r G 3 V # C' v7 C 5 k:.xrxet xx.xxrc+= i-;,+ .,x ::.. x ,. xxxxx,x3x .,.x:E..l.:tx: .x.ix,.: xxxi. ,.. +Cxx ru. yr -.xa .ukx...x .x. xrxxxxx :x .ex siex:.. xxxx xxxkk xxx::,x �: xilxRpxxe -. ➢i G k i �, fa 7 2 4t 'xv i xC j7 4k ., ] ,k..xS...JaS.xx�4C_..:, ...:-.xxxx.�G. .,x.xx... A Y x, x.. •x -x.. x > xx..xxt . x,x.x:x.rxxx-x" _ E y,. .. E .... .t ., __.. ., .._... �:at;. jry rt .fin. E "f �E t S F -x' icx'�°t Q ;> k °>TOTAL ELECTRICALPERMIT FEES �5 y ��.... :� .. -�x; k 43 00 x �uF.:. L+..v :.vx,;FL ._...... ._ .. +,.. _._xk.�v:i n�t3-x°,� -X..'.l'.v. _ Mal P. e?'u`F........ -': r.= • ,r..; .� -.:.� ._� � y,,�',�:. Tl �y, �, 2 3 p: u � �. r E � ,._ y „#� '"'' s� a r ' a 'y s- a MECHANI;CAL,-PERMIT a FILING'FEE 20.00: $ Heating Up to and including. BTU ; ° M ,` � � $ 15:00 $ :- , #a� Greater than 100,000 BTU- . u.. ` $ 20:00 $ Up to 3 HP and 100,000 BTU ' •. $ . Cooling 3+ to 45 HP and Over 100,000 BTU F $ 25.00 $ - ax..xa..E pgj Evaporative Cooler_ M:..,, ` HN - $, 15.00 $ - Exten&Ducts in Additions _ _ $; Hoods a `° a �x ��_ OR M 6.50 $ ME Ventilations $ - Gas Fireplaces,:: ,s .x's $ ' 15:00 $ . #'k0 _,$' �. t-": .-:. .... �.. INN 2 ,IZ�'r kMECHANICAL PERMIT FEES $ ! V.f .xx..... n,., n�k"4Q 'C '��.i�;.: >;.; a;: ':: kv. i.:?.. 41, F: 4f E•i: �.Yk.,? :...v;rf &ri`iY,YJ"..?::. ,.�u�?Axs..zh .. '!E. r €a'#vi4:x,zx.'Snx 1,41 TOTAL OFALL BUIL"DING PERM12 ITk FEES 4 "k -a Orr ._Y4045;5': _ ...x ..._ s. , . �.... Occupancy: ,i "', �� Construction # ° d° ISSUED "a 't� s.x :,.,,. s.x ...x HAZ FEES: - IMP _FLOOD CDF PR PD. HD J 5 lEx'❑u nxi•..x, -� .x7'. Ok j" k _. ❑..R. a �' �M � �r<d � �� C Ma . : :: r. 4 L �� k- - k �uDx I xda>sak ka x nay o., $a a : n r� an a�a r3a - k t r a N1 A€=NO.: 040-490-003. DATESrc 11 /17/03 . ,.... x... ,xx ,.rx x s rc s H.I.M.T. xr��,rx;x, n<d ,. § OWNER: ` Tinker Aldred - Davis,,,. Phone: - ,3a2-4930.: SITE ADDRESS 7 Steel Mali and Chico Mu x W i€ k ?�'k4 K:kw xi 3 " 2 It 3f !L i4f '�' o { £. ,{::k S. +.±'� E . y "#. J`�., j $S F £ Q ELECTRICAL PERMIT,W:,,.: s.,... s_.:; i.f , �, _ r.E�,.f,� x �€w aws, a,:,. 4a:[,d�, FILING FEET " =kxx 20.00 � $ $ 20.00; Main Service 600V or less/200A or lessmu ' M 5 $ 23.00 $, 23.00 s 200+A to 1000A a s $ 46.00 $ New Construction or Addns Dwellin Occu ied 8 Accesso Bld s'°'' 9'. P rY 9 $ 0.035 ;$ New Construction Multi -Outlet Branch Circuits �,,' `.. $ 7.50 $ Non -Residential -mg mv­ Power A"pparatus&Single Outlet C'ir. 45=__ $ Mr - Outlets or Fixtures �` 1 20, $ y 1.00 $ Existing Occupied' ` 20+ a _ x $ 0:50 $ Fixed Appliances or Outlets (Res) ea.EVU .........x $ 500 $ Temporary Service,, 23.00 $ . Mobile. Home Facilities '-MON Mul, �x .. s:..> x, $ ; 20.00 $ . Miscellaneous Wiring $. 23.00 - $. Pre4rispectiorr (existing MH-, existing site),'y ..; l V.wj x,x `k„, $ '23.00 $ ' . - Pool Electric _ _i .f - � . x $ 30.00 . $” .. .. C,!J k u x 4. tl'-:t xC r QF 4 z ST 5att Ay k 5 0 n a i r1 r G 3 V # C' v7 C 5 k:.xrxet xx.xxrc+= i-;,+ .,x ::.. x ,. xxxxx,x3x .,.x:E..l.:tx: .x.ix,.: xxxi. ,.. +Cxx ru. yr -.xa .ukx...x .x. xrxxxxx :x .ex siex:.. xxxx xxxkk xxx::,x �: xilxRpxxe -. ➢i G k i �, fa 7 2 4t 'xv i xC j7 4k ., ] ,k..xS...JaS.xx�4C_..:, ...:-.xxxx.�G. .,x.xx... A Y x, x.. •x -x.. x > xx..xxt . x,x.x:x.rxxx-x" _ E y,. .. E .... .t ., __.. ., .._... �:at;. jry rt .fin. E "f �E t S F -x' icx'�°t Q ;> k °>TOTAL ELECTRICALPERMIT FEES �5 y ��.... :� .. -�x; k 43 00 x �uF.:. L+..v :.vx,;FL ._...... ._ .. +,.. _._xk.�v:i n�t3-x°,� -X..'.l'.v. _ Mal P. e?'u`F........ -': r.= • ,r..; .� -.:.� ._� � y,,�',�:. Tl �y, �, 2 3 p: u � �. r E � ,._ y „#� '"'' s� a r ' a 'y s- a MECHANI;CAL,-PERMIT a FILING'FEE 20.00: $ Heating Up to and including. BTU ; ° M ,` � � $ 15:00 $ :- , #a� Greater than 100,000 BTU- . u.. ` $ 20:00 $ Up to 3 HP and 100,000 BTU ' •. $ . Cooling 3+ to 45 HP and Over 100,000 BTU F $ 25.00 $ - ax..xa..E pgj Evaporative Cooler_ M:..,, ` HN - $, 15.00 $ - Exten&Ducts in Additions _ _ $; Hoods a `° a �x ��_ OR M 6.50 $ ME Ventilations $ - Gas Fireplaces,:: ,s .x's $ ' 15:00 $ . #'k0 _,$' �. t-": .-:. .... �.. INN 2 ,IZ�'r kMECHANICAL PERMIT FEES $ ! V.f .xx..... n,., n�k"4Q 'C '��.i�;.: >;.; a;: ':: kv. i.:?.. 41, F: 4f E•i: �.Yk.,? :...v;rf &ri`iY,YJ"..?::. ,.�u�?Axs..zh .. '!E. r €a'#vi4:x,zx.'Snx 1,41 TOTAL OFALL BUIL"DING PERM12 ITk FEES 4 "k -a Orr ._Y4045;5': _ ...x ..._ s. , . �.... Occupancy: ,i "', �� Construction # ° d° ISSUED "a 't� s.x :,.,,. s.x ...x HAZ FEES: - IMP _FLOOD CDF PR PD. HD J 5 lEx'❑u nxi•..x, -� .x7'. Ok j" k _. ❑..R. a �' �M � �r<d � �� C Ma AP NO.: 040-490-003 DATES 1 11/17/03 OWNER: Tinker Aldred - Davis Phone: 342.4930 7 Steel Mill Lane Chico ADDRESS STATE RESPONSIBILITY AREA SRA SRA T Per structure S 69.00 S SRA FEES $ - IMPACT FEES SHERIFF Sherif - Commercial Per Square Foot $.03 $ TOTAL SHERIFF FEES $ - TOTAL NCSP FEES $ - - -I BUILDING Filing Fees- $ - TOTAL IMPACT FEES $ - Receipt No. Receipt Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID DRAINAGE Collected Development - OTHER FEES:' - SRA FEES $ - Thennalito Residential Per LlArg Un6 I S 510.00 Is -I Is 1 ❑ Commercial I Per Ordinance 33041 1 $ 174.55 $ - $ - $ - PAID PAID PAID PAID Is TOTAL DRAINAGE FEES $ STREET IMPROVEMENTS Chico urban Area Commercial Per Each Single, I.MnA unit $ 1982.00 $ Commercial Service. structures Pers . Ft. $ 2.22 $ Commercial Industrial Structures Pers . Ft. $ 1.02 $ Thennaldo Urban Area Residential Per Each Single Living unit "- $ 595.00 S Commercial Office Per Acre $ 11924.E $ industrial Li ht Per Acre 1 $5962.40 f TOTAL STREET IMPROVEMENT FEES $ - WATER TENDER Water Tender Per Parcel 1 $ 200.00 $ TOTAL WATER TENDER FEES t $ - NORTH CHICO SPECIFIC PLAN NCSP ResidentialISR-1 Per DU $ 3,315.000 $ - Industrial/Commercial loffice I Per SF I Is 2.32: S - __ ..,. 1 1 IS 72.614.000 f - TOTAL NCSP FEES $ - - -I BUILDING Filing Fees- $ - TOTAL IMPACT FEES $ - Receipt No. Receipt Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID $ $ $ $ Collected Development - OTHER FEES:' - SRA FEES $ - - $enAc" TOTAL BUILDING PERMIT FEES 404.55 230.00 $ 174.55 -I Is 1 ❑ TOTAL ALL FEES $ 404.55 $230.00 OWES $ 174.55 $ - $ - $ - PAID PAID PAID PAID MINIMUM PAYMENT OF FEES - -I BUILDING Filing Fees- $ - -40.00 Receipt No. Receipt Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID 393784 11/17ro3 TP - -Stott Outdoor Adv. ' - 1655- $'. 174.55. ' = $ 174.55 $ $ $ Plan Check Fees $ 134.55 SUBTOTAL BLDG. $ 174.55 SRA FEES $ - REQUIREU:MINIMUM'PAYMENT OF FEES $ 174:55 PROOF F PAYMENT. REQUIREDE RECREATION DISTRICTS - Proof of Pa ment Onl Chico Area Residential Per Lwin ..I is 1 189.00 S - - Durham Residential Per Sq. Ft. I IS 1.041$ - - O -I Is 1 ❑ SCHOOL DISTRICTS -Proof of Pa ment Ont Chkro-062 -- Commerdal 1 2.141S 1 ❑ 3.Oo SOUTH efflOsllWAY N 4-1 ' 16'4-5 " W rol O r W tP LD i� 0 '41 �Q I� N 4-1' 18'4-5" W 5 , X,All 1�I IM M.O. R. BK.8 OF FC,. 2? PAIERCIGuE55- o G . 782 ,&,c. 2 J Qom.- t2. �,��- �� • --So s G10/vtE STIG WATE P I o��j� TITLE LNSURAN ?5 AS TRL1STEs✓ L r7 -f - -Y � MMMETAL SPECIALTIES? COVER SHEET — ► 8 2 SIZE OF SIGN: 14 X_ HAGL• S — 1-001 WIND LOAD: _30 ALLOWABLE SOIL PRESSURE: 4-0 Or s4�+ STRUCTURE DESIGN: CENTER MOUNT Z PARTIAL FLAG (col ..loc. _) Z, FULL FLAG (col. loc. _) EXTENDED FLAG (col. loc. ) OFFSET V -BUILD _ ANGLE OR = FEET BACK TO BACK OR SINGLE FACE FOOTING DESIGN: ROUND ( DE3 i c,- roz Zoo, 3- � 4-0 0 JSZA�,��e" SQUARESPREAD 'VALID OWET SPECIAL CONDITIONS: OPENING) TABLE OF CONTENTS CRITERIA - - - - - - - - - --- - - - - - - - - CS -1 HEAD DESIGN- - - - - = - - - - - - - - - - - - H - I _r+ rz.A.) 1+ -3 TORSION DESIGN ----------------T-1 COLUMN DESIGN- - - - - - - - - - - - - - - - - C-1 FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - - - M-1 0 ao3D, (A) -oo A. MMETAL •WELD WSPECIALTIES= REFERENCE CRITERIA SPECIFICATION CODE 280 l G t3fi STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-538, A 252 GR, OR API-SLX JOB TTTLE I' 4'} 4-S Gl'1 JOB NO. SHTCS- f_ OF CALCULATED BYS �/ _ DATE CHECKED BY DATE SCALE WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE "N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) =1310 PSI FOUNDATIONS SPREAD FTG. ALLOWABLE BEARING PRESSURE N PSI SEE SOIL REPORT OF UBC TABLE NO. 19 -1-A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE q --O 0 PSF/FT SEE SOIL REPORT OR COC TABLE NO. 16-1-A 6 Soo p g �/.� P41-1`4 DESIGN LOADING p/S•GTO M 2-J WIND = 30 PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK -20 PSF.OR (2) 200# MEN. ATANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HOR1Z) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 's 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND.STAGNATION PRESSURE AT 30'-0" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 70 75 80 90 100 110 OVERALL 45 _ HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0. 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 - 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 " 30 123 21.7 25.0 282 35.8 44.1 53.4 ` 40 1.31 23.1 26.6 30.1 38.1 47.0 55.9 '.60 1.43 25.2 29.0 32.8 41.6 51.2 62.0 80 1.53 27.0 31.1 35.1 44.6 54.8 66.4 MUMETAL •WELD wSPECIALTIES= .iV, V,-1 GING HEAD DESIGN FRONT CATWALK JOB TITLE Fc A JOB NO. �'"jS�HT.OF�_ CALCULATED BY Z+ 0& C DATE CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB)'- 720# (4 MEN) <,;&,200 m 800# (4 MEN/LEDGER) D.L. STRINGERS - 5.8 X 2 11.6 PLF GRATING - 3.14 X 3 9.42.PLF I n I u -oil CONN & MISC 2.58 PLF 23.6 PLF GRATING - SPAN 3'-0" USE AMICO EXPANDED METAL GRATING CAP m CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH - STRINGERS (MAX. 14' SPAN) Mmax -'23.6 X 149" + 20 X 3 X le - 578.2 + 1470 - 2048 -�2 -,1024 F �- 8 8 USE 4 X 3 X 1/4 LL.V. b 1.024 X 12 - 12.29 KSI (S a 1.0 IN ) 1.0 C4 MEN r LEDGER P•- (23.6 X 12) + 800 v 1083.2 (12'TRIB)� M m 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) - 3.331-' MIN. FLANGE - 3.24/2 X 3 m .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP m 10'-" > 3.33'" CONNECTION 6ESIGN PER AISC HANGER TYPE CONNECTION _ Mmax (.02(3) 12 + .0236 X 121 X 4 + .009 X 5.5z/2 m 4.149 K (12' TRIB) P - 4.149'-K /1.28 - 3.24" /ANGLE 3 X 3 X 1/4 X 4 3/4" 1 3/4" GAGE WP.- 3.24/4.75 m .682 KLF�,--,.65 KLF PREL. SELECTION TABLE b @ 1 3/4" - 1/4 ® 1. 1/2" a -• 3 - 1 3/4 a 1.25" b' m 1.5 - .625 m .875" a' e 1.5 + .625 m 2.125" a'•+ b'.- 3" p - 4.75/2 - 2.375" d' - .6251- -'-- 625"orm 1 - (.625 / 2.375) e .7368 M ® [2.375 (•.25)" X 361/8 = .668 °( _ [3.24/2 X 1.5 / .6681)-1) / .7368 m 3.58 Bc m 1.62 (1+11 + ?7368.) l 2.125) e 1.90 KIPS FLANGE8 X 1.90 X 2.125 X .875))1/2 m .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0 >. 10% OVERSTRESS USE <3 X 3�X 1/4 X 4 3/4 LONG W/ 1/2"9.DIAMETER A307 BOLTS Vel► 0 2 TAII a 3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS iI1METAL •WELD MSPECIALTIES'= HEAD DESIGN REAR CATWALK REAR CATWALK DESIGN LOAD JOB TITLE C 6:,,g � JOB NO. SHT 77- 2 OFA_ CALCULATED BYy v DATE /? CHECKED BY DATE SCALE 20 PSF X 2 jC 12 (MAX TRIG) - 480# ( 2 MEN) <Z200 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 - 11.6 PLF - GRATE 2 X 2 - (ACT 1.87) 4.0 PLF .MISC. - 1.6 PLF 17.2 PLF GRATING SPAN 2' - 0" USE AMIGO 1.87# GRIPMESH EXPANDED METAL CAP - CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 R-1/41 (MAX 10' SPAN) MAX - 17.2 X 10a + 20 X 2 X 14a = 1230' - #/2 - 630 /STRINGER , 8 8 Fb - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) r. LEDGER P - (17.2 X 12) + (20 X 12) - 446.4# _ M - .45 (1.0 + .5) + .009 .(2.5' /2) 703 USE W6X9 UNSUPLGHT 2'-6" Mcap - 11I_ " > .703 "K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12] X 2.5 + .009 X.2.5' /2 - 1.744' K (12' TRIB) P - 1.744 X 12/9.375 - 2.23w- WP .23KWP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X 3 X 1,141 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER AISC HANGER CONNECTION 2.23'/ 2 BOLT / 3" - .37K / INCH USE 3/16" FLANGE CAPS .61 K /IN MMETAL •WELD mIISPECIALTIES= acccocklnc TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS JOB TITLE 6,7LJ 14 4ru JOB N0. SHT. OF 2 CALCULATED BY !` C DATE 7 f 2 CHECKED BY DATE SCALE DESIGN CRITERIA 14 X 48 MAX. TRIB AREA — 8'-0" MAX. UNBRACED LENGTH GRorS P �` C CANT. LENGTH 141-011 TRIB LENGTH OF TOP STRINGER WIND 2 1/2' 3' 3 1/2' 4' '4 1/2' 5' 20 26" 21" 1811. 16" 14" 13" 30 26" 21" 18" 16" 14" 13" 40 20" 16" 13 1/2" 12" 10 1/2" 10" �1 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 13" 10 1/2" 9" 8" 6 1/2" L3X3X1/4 BOLTS A325N 1/2" DIAMETER m 1.33 X 4.1 m 5.41� 5/5" DIAMETER - 6.4 X 1.33 - 8.5K CHORD AT BOTTON OF TRUSS AXIAL - M Q P, X d fa - M/3.5 X A BENDING - TRUSS STRGR Mmax - WIND X SPG X SPCC X SPAN fb - Mmax X 12/5 6 COMBINDED - fa + fb 4` cgoss E-g4CE- (W44e(Lr, pgQ'D @ M D-,-PANj !, Glp -O-3> Ej2�aCE �N ps fa(1---La) (1- fa) (fb) < 1.33 Y C70 F'e 21.6 KSI 16.33 KSI KSI L 3 X 3 X 1/4 L3 X3X1/4 BOLTS v- SHEAR a M/3.5 X 3 BOLTS + DL/3 X 2 ALTS `A PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) TY P15 N WELDING SHEAR m Mmax X 12/10" X 9 X 2 X 1.33 20� 4' �'02Sl�'•; MMETAL •WELD MSPECIALTIEN' REFERENCE X 48 6 UPRIGHTS CONN. CMS FF, SF, O;L DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE J.1 I llr� �J-rkr JOB NO. CALCULATED BY DATE CHECKED BY DATE --� SCALE Mmax a (30 PSF WIND) X 8 X 14Z /2 - 23.521-K /2 - 11.761-K7UPRIGHT (40 PSF WIND) 11' - 15.671-K (50 PSF WIND) S' - 19.59'-K- (60 PSF WIND) 14.6 23.52'-K- (20 PSF WIND) W8 X 10 - 7.84''l< SINGLE FACE OR "V" BUILD INCREASE W12 X 14 Mmax m (30 PSF.WIND) X 8 X 142 /2 - 23.521 -"/UPRIGHT - (40 • (50 PSF.WIND) PSF WIND) 31.34-V_ SEE MIN. FLANGE THICK. (60 PSF WIND) 39.18'-K 47.04'-k IN CONN. BELOW OR 1/4" GUSSETS (20 PSF WIND) 15.681'• 1/4 6' UNBRACED 8' 9' 10' 11' LENGTH; UPRIGHTS 4' S' 10 / 1/3 W6 X 9 14.6 13.3 15.3 STRESS W8 X 10 21 18 5/16 INCREASE W12 X 14 36.7 34.3 6' 71 8' 9' 10' 11' 3/16" 13.3 12.7 11.3 10 8.7 8 f� 16.7 15.3 14 12 10 - 5/16 Q 28.7 25.3 22 '18 - X 1.33. 39.3 81.7 81.7 81.7 75.3 7p,7 8.7 CONNECTION CENTER MOUNT, FULL, FLAG, DOUBLE FACE 'op-S'�&: s cQC� DESIGN FOR SINGLE20" UPRIGHTS Mmax X 12 - 2T ( ) + 2T (24") .Morax m MDL + M1..LLN� Fes-- TENS ION SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE TOTAL Ii, I SG WIN. HANGER DEST= AISC WEB STIFF BOLTS A307 FLANGE W/ WEB 20 PSF 2.8 1/2"� 4 X 1.33 '`-- A'- 3/16" 30 PSF Qw 1/2"cp 4 X ' ='-3 1/4 f� 3/16 0 PSF 5.6 WIN. HANGER DEST= AISC WEB STIFF BOLTS A307 FLANGE W/ WEB 20 PSF 2.8 1/2"� 4 X 1.33 1/4" A'- 3/16" 30 PSF 4.2 1/2"cp 4 X 1.33 1/4 f� 3/16 0 PSF 5.6 1/2"cP 8.7 X 1.33,. 5/16 1/4 0 PSF 7.0 1/2"� 8.7 X 1.33. 5/16 1/4 60 PSF 8.4 8.7 X 1.33 ; 5/16 1/4 INSTEAD USE 5/8 n,� - A307 32 WELD TORSION VOL- 1.9K VI,4iJp - 561C 1.9=+ 56' - 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL •WELD WSPECIALTIES X 48 6 UPRIGHTS CONN. CM, FF. -.DF GN CRITERIA - 14 X 48 TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN UNBRACED.LENGTH -COMPRESSION FLANGE 1. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE v 14 . 4 A 'JOB NO. S/H- �T. I - E OF C{ / CALCULATED BY G DATE CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X 8 X 14 2'/2 a 23.521-"- /2 - 11.767" /UPRIGHT (40 PSF WIND) - 15.671-"- - 23.52' (50 PSF WIND) - 19.591' WIND) (60 PSS WIND) - 23,521-K PSF (20 PSF WIND) - 7.84'-4 (60 SINGLE FACE OR "V" BUILD BOLTS A307 W 1 3 INCR FLANGE W/ 113 INCR Mmax - (30 PSF WIND) X 8 X 14 2 /2 - 23.52' -1 -/UPRIGHT (40 PSF WIND) 31.34''"- SEE MIN. FLANGE THICK. (50 PSF WIND) 39.181-"- IN CONN. BELOW OR (60 PSF WIND) 47.041-4 1/4" GUSSETS (20 PSF WIND) 15.68'. - BRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 113 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 LENGTH ; UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 -18 W12 X 26 89.3 89.3 89.3 1 81.7 81.7 1 81.7 175.3 70.7 vvi. i.uv L ty CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 - 2T (20").+ 2T(24") Mmax =•MDL + Mi4iw r TENSION 2 SHEAR/BOLT - 3..6/8 - .454 NEGLIBLE TOTAL ,&,ISG FL-A RR,g VJiAkER DESIGN ISC WEB STIFF �sE 0-{3" MIN. _ + --- 0 eo LTS Z%4" &AGE IND T BOLTS A307 W 1 3 INCR FLANGE W/ 113 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 14 - INSTEAD USE 5/i1- A307 WELD TORSION VDL- 1.94 V W I q[) - 56' 1.9"+ 56K - 57.9K / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL •WELD MSPECIALTIEN ncrcna-v%,e 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-01' BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE % ""`r ''� 15 JOB NO. SHT. J VJ OF CALCULATED BY •�Y.i DATE CHECKED BY DATE WIND) SCALE (50 Mmax - (30 PSF WIND) X 8 X 142 /2 m 23.52'-'/2 =:11-.76"-K /UPRIGHT ' (40 PSF WIND) s 15'.67 (50 PSF WIND) m 19.59 (60 PSF WIND) 23.52 (20 PSF WIND) 7.84" SINGLE FACE OR "V" BUILD 4' 5' Mmax - (30 PSF WIND) X 8 X 14� /2•m 23.52'-K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/411 GUSSETS (20 PSF WIND) 15.68 1.33 5/16 UNBRACED LENGTH CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M VL + Mw)'X 12 0 2T (20") + 2T (2411) SHEAR/BOLT 3.6/8 - .45k- . NEGLIBLE LIP�jcv� �(`� TOTAL Mt-UY-MVL+ Mwind ASIC HANGER DESIGN AISC STIFF WEB a UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 1/211¢ 4 X 1.33 1/4" 11' 30 W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 1.33 5/16 STRESS W8 X A 21 18 16•.7 15.3 14 12 .. 10 PSF 8.4 INCREASE W12 X 14 36.7 •34,.9 32 28.7 25.3 22 18 CO NNECTION W12 X 26 89.3. 89.3 89.3L81.71 81.7 81.7 75.3 70.7• WIND T BOLTS W 1 3 A307 INCR FLANGE W/ 1/3 INCR_l WEB THICK 20 PSF 2.8" 1/211¢ 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2-1 X 1.33 1/4 3/16 40 PSF 5.6 1/21- 8.7 X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 �� � � � �'/�°• MIN. f�o LTs -2141 ML.x• C�Al� MMETAL •WELD MSPECIALTIES'= REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTU 14'-0" JOB TITLE JOB NO. SHY. ! OF CALCULATED BY , 1 DATE CHECKED BY DATE SCALE BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax m (30 PSF WIND) X 8 X 142 /2 - 23.52 1"7`/2. - 11.76.1 --'/UPRIGHT (40 PSF WIND) -.15.67 (50 PSF WIND) - 191.59 (60 PSF- WIND) = 23'.52 (20 PSF WIND) - 7.84 SINGLE FACE OR "V" BUILD MmAx - (30 PSF WIND) X 8 X 14¢ /2 m 23.52 /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. .(50 PSF WIND) 39.18 IN CONN. BELOW OR x(60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 8.7 UNBRACED LENGTH UPRIGHTS 41 5' 1 6' 7' 8' 1 9' 10' 11' W/ 1/3 W6 X 9: 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 . 16,7 15.3 14 12 10 - INCREASE W12 X 14 36.7 34,3 32 28.7 25.3 2.2 18- W12 X 26 89.3 .89.3 89.3 81.7 81.7 81.7 75.3 70.7 �.VLVLVC.l.11VLV _ ' CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M pL+ M& X 12 2T (20")-+ 2T (2411) 2 SHEAR/BOLT a 3.6/8 - .45"- NEGLIBLE a TOTAL Mmax uPf-I(e"RT -N BOLTS A307 I FLANGE W/ �k - WIND T W 1 3 INCR f'"^^ a� E 20 PSF 1.6 1/2"6 4 X 1.33 �i 30 PSF 2.4 X 1.33 ��� 40 PSF 3.1 X 1.33 - = 50 PSF 4.0 X 1.33 60 P$F 4,7 X 1.33 • cV ►,SIN. f'zo vrs - 2'/4' MAX • C�A� 3/16 1/4 1/4 5/16 5/16 SC (, ZAIGER CONNECTION t Mwind WEB I 3/16 ! 3/16 AISC WEB STIFF JOB TITLE JOB NO._ SHT. �Y Of ETAL•WELD -}- - Q CALCULATED BY -JAI C DATE D /�• • L � "I6 SPECIALTIES= CHECKED BY_ GATE SCALE REFERENCE L 3 X 3 X 1/4 STRINGER DESIGN CRITERIA ^ � Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 't.ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPANa" (FEET) BIAXIAL BENDING m WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 6C KAX SPAN OR MAX 8 • 8 MAX SPAN OR MAX MAX SPAN OR MAX 2.73 RIB AREA SPACING FT TRIB AREA SPACING FT TRIB AREA SPACING ' 11 8 8.63 8 4.3 8 2.87 3.04 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 r 11 4.56 11 2.28 11 2.87 12 3.83 12 2.28 12 2.87 13 /. 3.26 .. . 13 2.28 13 2.87 8 5.75 8 3.45 9 4.54 9 2.73 10 3.68 10 .2.73 11 3.04 11 2.73 12 3.04 12 2.73 13 3.04 13 2.73 MMETAL •WELD MSPECIALTIES-'j REFERENCE 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE !v S P I *f' J JOB NO. SHT µ - ✓ OF CALCULATED BY Z2- - ` DATE CHECKED BY DATE SCALE SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 m 350 1. 507 CANT LENGTH M aL / CANT m Pr I cr DL - P(CANT X 12)3 3(29,500) IgM MtAP� INCLUDE 1/3 INCREASE BEAM 5'10' 1 15' S' 10' 15' 20' 25' 30' W12 X 14 33 20 - .05 .35 - - - - STRINGER 4 X 4 X .9 X 8- 157 im- - (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 n 385 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2 X 17.2) 8 - 464 + .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2..5) - 95_ n w!nOtt StihhT H3 Mmax ONE UPRIGHT M -r a Mw,-,+ f 11)SI I )n, 1451# 0 -' ! 1 /6 I i 83 50 PSF 39 48 55 ' 62 I 69 77 84 1 91 60 PSF =Y 47 56 �- , 63 70 W 77 �% y 85 --e 92 `v �' 99 NOTE: CONNECTION BELOW FOR MIN. FLANGE BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS A'I"k UNBRACED LT D. L. DEFLECTION INCHES v T I B F CANT LENGTH M aL / CANT m Pr I cr DL - P(CANT X 12)3 3(29,500) IgM MtAP� INCLUDE 1/3 INCREASE BEAM 5'10' 1 15' S' 10' 15' 20' 25' 30' W12 X 14 33 20 - .05 .35 - - - - 35' - W12 X 16 40 21 - 04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 X 22 61 40 - - 20 .65 - - - - W12 X 26 89 74 56 - .15 .49 - - - - W12 X 30.103 94 68 - .13 .42 - - - - W12X 35 121110 104 - 11 .35 - - - - W12 X 40 137 126 126 - .10 33 .75 - - - sPK E:Au e-lK- CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEs A30ve 41! f::0(2- SI 'EE 3u� !i4r MT - 2 T (23/12) + 2T (27/12) m MT /8.33 - TENSION BOLT I BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 m 1.58K/BOLT FI_A.4e T+4tGk (s ) f'E? R.&t4&F-12 cvN N . D�5•t�N RISC• 6d -TS 3 60L�Ts (S ToTd;,) (ss.32r Ll rt0 lo" c�-roRstoN 1-1t N• (>el 11-1. WIND T -1 B F T B F T . •. t..0 . B F v T I B F y T B F v L T B I F 20 30 3 .11/2 -1/4 4 5/16 3.8 1/2 5/16 4.8 4.7 1/2 5.6 5/16 1 1 5.5 1/2 5/16 6.5 1 5/16 6.5 1 7.43/8 2 511r, 7.3 1/2 3/8 8.3 40 4j 5 6 6.5 7.3 3 8 8.2 1 9.1 50 5.8 6.6 ! �% 7.4 I 3/8 8.3 9.2 jj7 10.1 7 16 60 6.7'[-� w 7.6 3/8 8.4 13/8 9.2 10.2 16 11 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT L/ 4 V1 •L--! UAr - u . b / x 1. 3 s = 11.561' /BOLT 111METAL •WELD WSPECIALTIES= occcocu�+.- JOB TITLE— T 1,4,45 -,!! � JOB N0. SHT. �— I OF CALCULATED BY �'� DATE CHECKED BY DATE SCALE TORSION BACK TO BACK CONN. 38 1/2.X 38 1/2 CAP PL 12 BOLTS - A325 'At O WIK p 14 X 48 - BACK TO BACK ��F KLA u PDL-- HEAD WT CM. .406 F.F. .463 m (INCLUDES TORSION)- 17' - 6" To(2SION Pw - WIND LOAD (PSF) 2 X HEIGHT PoL. (KLF) [ (d- (dl + COLO 2 ) ] /2 Mb- Mw, + MPi a Mw - Pw (KLF) [ (d- (di + COL FS)J /2 Mb- Mwa + M43 PS M -r - (HEIGHT -1 1/2) (Pw X (d-(ds+COLA) 2 2 COMBINDED LOADING M6 + (Mt )a < 1 FOR 1" M b cap M.;- c _Q PSF EFLECTION /r1 %n mo DEAD LOAD WIND "d" Mw. Mw M Low o�cr ���rt� IN' CAP 20 0 354 469 58 114 27814 BOLT 1 1/4 PL FLANGE 15/16 5 301 393 495 105 19823 1 1/8 7/8 10 233 290 372• 93 11316 • 1 3/4 15 174 211 273 80 — 7/8 11/16 I 20 123 146 191 67 — 3/4 1 3/4 5/8 �! 24 89 103 136 57-1/2 1 3 8 1/2 30 0 531 469 708 171 27814 138 15 16 i 5 452 393 599 158 19823 1 1 4 7 8 10 350 290 455 140 11316 1 1/8 13/16 15261 211 336 120 — 1 20 185 146 236 101 — 1 .-3/4 11/16 24 134 103 169 86 -- 5/8 1 5/8 9/16 40 0 708 469 849 228 27814 5 602 393 719 210 19823 1 1/2 15/16 10 466 290 549 186 11316 1 1/4 7/8 15 348 211 407 160 — 1 1/8 13 16 20 246 146 286 134 — 1 3 4 24 178 103 206 114 — 5/8 1 3/4 5/8 50 0 885 469 1002 285 27814 5 753 393 849 263 19823 83 290 651 233 11316 1 3/8 7/8- 35 211 483 200 — 1 1 4 7/8 415 08 146 341 168 — 1 1 8 13 16 23 103 246 143 — 3 4 2 11/16 0 1062 469 1161 342 27814 1 5 904 393 _2967758 986 316 19823 10 700 280 11316 1 1/2 15 16 15 522 211 563 240 — 1 3/8 7 8 20 370 146 398 202 — 1 1 4 13/16 Z4LJ 268 1103 287 1 172 — 3/4 3/4 StSDDLE r1 /��TO �Z>1,7I� 3•? G D BOLTS(D MAX T-(MD,,/dg.X 6)+MT/d,X 6 V (Mwj /dj /2 X 12)+PwX d/12 2 T-Mw.j,(MAX)+MOL/d.,,X 6 V-P.AX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - V6MI27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" wron+ ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 MMETAL •WELD mSPECIALTIESz"j, RFFFRFNrF JOB TITLE I Iz5 ? 14,* •/ JOB NO. SHT -T I OF -- CALCULATED BY `T= DATE CHECKED BY DATE ------ SCALE ION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 —� PSF .t- -.1 Z WltiP 14 X 48 - 15' V Ul P HEAD WT CM. .445 K F.F. .502 k�-F (INCLUDES TORSION) ToRsIo" PI,,L - WIND LOAD (PSF) x I'1'- Goy _HEIGHT McL.s PaL.(KLF) [(d -(dl+ COL -+)12/2 Mb— Mw1+ Mph 2 I�1�11ND MI e P Irl (KLF) ( (d- (dI+ COL 4) j2 /2 Mb= Mw, + Mpg M? o (HEIGHT -1 1/2) (Pw X (,d- (dl +COLI) ) 2 COMBINDED LOADING M + (Mt )< 1 00 e a M bceP o -N FOR 1" DEFLECTION DEAD LOAD,Gh I q dF Mw Mw MDI__LAM 120136 T ° CAP o o e o M r Rita lu BOLT PL FLANGE 0 347 38-497 606 1138825 1 1/4 .15/16 5' 292 33 411 504 105 1 1 8 7 8 10 226 28 311 384 91 4495 1 3/4 SADDLE To �Zs1a 15 167 25 225 280 78 — 7/8 11/16 20. 117 21 155 194 66 — 3/4 1 3/4 5/8-- 23.7 3.7 86 18 110 139 56 — 1/2 1 3/8 1/2 ' 0 521 57 497 720 170 28825 1 3/-8— 15/16 CO 5 438 50 411 1 600 1 157 20136 1 1 1 4 7/8 10 339 42 311 1 [.rn I i A-7 I , /./.nc I -,, - . - .- - 1 — ?8825 1 3/4 11/16 1 5/8 9/16 BOLTS O1 MAXI T=(Mpg/d2 X 6)+MT/d, X 6 V-(Mwl./d,/2 X 12)+PWX d/12 O2 ?0136 1 1/2 15/16 14495 1 1/4 7/8 T-Mw2 (MAX)+M p,./dZX..6 — 1 1/8 13/16 V-P;JZX V/12 BOLTS — 1 3/4 TALL -(55 X 1.33 - 1.gfv) — 5/8 1 3/4 5/8 (BOLT AREA) ?8825 TALL > T AISC TABLE 1.6.3 ?0136 CAP PL M -T X 3 X 5 L4495 1 3/8 -7/8 — X----- -- t REQ 6M/27 1.33 X--- b-' — 1 1/4 7 8 FLANGE -SEE HANGER CONNECTION — 1 1/8 .__13/16 AISC - USE 4 3/4" Q D7 4 3/4 2 11/16 IALL CAPACITY WITH 1/3 18825 STRESS INCREASE 10136 *IF FLANGE OR CAP PL THICKNESS .4495 1 1/2 15/16 < REQUIRED - - 1 3/8 7/8 USE STIFFER PLATE — 1 1 4 13/16 SEE SHEET T-2 — 3J4 3/4 ! JOB TITLE MMETAL • WELD JOB NO. SHT �� OF 2_ ' CALCULATED BY li DATE SPECIALTIES -CHECKED BY DATE SCALE REFERENCE TORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS*- A325 PSF _; OQWIKp 14 X 48 - 20' V N Ppb m HEAD WT CM.=.460 F.F.=.517 (INCLUDES TORSION) -To(Lsl,ot4 P W - WIND LOAD (PSF) x �'j-41 HEIGHT MDL- PpL (KLF) ((d- (dl+ COLO) 12/2 Mb= MwIZ'+ Mp, 2 MWi - PW (KLF) [ (d -(dl+ COL4,) 12 /2 Mb - 2 M -r - (HEIGHT -1 1/2) (Pw X (d- (dI+COLS) ) COMBINDED LOADING M b + (Mt 2)� < 1 OR 1" DEFLECTION DEAD LOADP Mt CAP ��E MIN. Mom- CAP _ _ GJT hC mw2-+ Mpl, iJOJO 1 3/4 SLSpDLE Tog"-IC7i`� -- 7/8 11/16 — 3 A 1 3/4 5/8 _ 1/2 1 3/8 1/2 28230 19600 1 3/8 1 1/4 __15/16 CO pap(�-rs 7/8 11336 1 1/8 13/16 5�Z _ 1 3/4 1 11/16 BOLTS01MAX _ 5/8 1 5/8 9/16 T-(Md2X 6)+MT/dIX 6 a• 28230 19600 1 1 2 V-(Mwi /d.l/2 ,X. 12)+PWX 'd/12 15/16 2 11336 1 1 4 7/8 T7-Mw7(MAX)+Mpg/dZX 6 1 1 8 13 16 V=PW X V/12 BOLTS _ 1 3/4 TALl�(55 X 1.33 - 1.8fv) -' 5/8 1 3/4 5/8 (BOLT AREA) L L9600 TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 L11336336 1 3/8 7 8• t REQ 6M/27 'X 1.33 X b' _ 1 1 4 7/8 FLANGE -SEE HANGER CONNECTION _ 1 1 8 13 16 AISC - USE 4 3/4" tJip-t;-a 3/4 2 11/16 ALL CAPACITY WITH 1/3 !8230 STRESS INCREASE - .9600 1 1/2 *IF FLANGE OR CAP PL THICKNESS .1336 15/16 < REQUIRED - - 1 3/8 7 8 USE STIFFER PLATE — 1 1/4 .,. 13 .... 16 .SEE SHEET T-2 MMETAL • WELD MSPECIALTIESZd JOB TITLE f�T �4 4c� JOB NO. SHT 1-'l OF- � CALCULATED BY S�C DATE _ `L CHECKED BY DATE -------- SCALE REFERENCE TORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 GOL�. j 2 WltiD 14 X 48' - 30' V �TTI HEAD WT CM. .507 F.F. .566 (INCLUDES TORSION) (ZS�pf.( P� a WIND LOAD (PSF) x d I'1' CSI HEIGHT MpV- P;,L(KLF) [(d -(dl+ COL¢)]2/2 Mb= DMwI2+ Mho I I wlNc> -qs.C,� 2 Mw I - P �,4 (KLF) [ (d- (dl + COL<�) ] 2 /2 Mb - 2 M T (HEIGHT -1 1/2) (Pw X (d-(dI+COLD) 2 2 COt"IBINDED LOADING M b + (Mt )2 < 1 M b G4,p MYCA-P OR 1" DEFLECTION DEAD LOAD Mw2 + M DL S6.pC - c o l,. oRslof� _ 1 3/4 ' 1 —11/16 BOLTS01 MAX 5/8 1 5/8 9/16 T-(Mpl,/d Z X 6)+MT/IIIX 6 V=(MwI./dI/2.X 12)+P�,X d/12 19020 19029 1 1 2 15 16 2 10796 1 1/4. 7/8 T-Mw?(MAX)+MDL,/dZX 6 — -1-1/8 13 16 V-PWZX V/12 BOLTS 1 -3/4 TALL -(55 X 1.33 - 1.8fv) — 5/8 1 3/4.11/16 (BOLT AREA) 27230 TALL > T AISC TABLE 1.6.3 L9029 CAP PL M -T X 3 X 5 1.072-6-1 3/8 7 8* _ t REQ v 6M/27 T1.33 X V — 1 1/4 13/16 FLANGE -SEE HANGER CONNECTION _ 11/8 3 4 AISC - USE 4 3/4" W I DT4-t — 3/4 2 11/16 ALL CAPACITY WITH 1/3 ?7320 STRESS INCREASE L9029 *IF FLANGE OR CAP PL THICKNESS L0796 1 1/2 15d16 < REQUIRED - 1 3/8 7USE STIFFER PLATE —' 1 1/4 13SEE SHEET T-2 MMETAL o' -WELD SPEDIALTIESZ REFERENCE FLANGE STIFFNER MAX: MIN. BOLT FLANGE TENSION THICK STIFF 26 5 8 10 1 31.5 11/16 37 3/4 43.5 13/16 50 7 g 58 15/16 66 1 30 5/8 10 40 11/16 50 3/4 14 1/2 18 9/1 22 5/8 26 3/4 30 7/8 8X1/4 411 1/4" JOB TITLE— FS JOB N0. SHT. -� OF `j CALCULATED BY �/ / I L� DATE CHECKED BY DATE SCALE 'O n — �LT 5 y.z ,l dl m COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) e T X 2" REQ a MX6 21 F27 X 1.33 BOLT TEN 3 8 1 2 S 44 S 10 gr 14 13 17 15 20 19 �M (PLATE) - T X 4.5/6 M /W m 11-K/INCH t REQ M X 6 27 X 1.33 FULL FLAG 1 I� L-7 S lam= o a cAP PLATE STIFFNER K WELD THK WELI 2 3/8 1/2X8 1/4- 3/8 4"3 8 1 2X8 1/411 4 3/8 1/2X8 1/411 3 1/2X8 1 4" 8'3±8 1 2X8 1/4" JOBTITLE JOB N0. SHT. OF Q CALCULATED BY C DATE CHECKED BY DATE SCALE CoL. .-CDS. 0 BIMETAL • WELD MSPECIALTIESZ COLUMN 5' - 50' 14 X 48 BACK TO BACK Pwl e W X WIND X HEIGHT 17'-6" Pw2 - V X WIND X HEIGHT 17'-6" Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl m Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 MDL a Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) O I,c� I N D Mb m Mwf'+MDL�OR Mw2 + MDL ~- (GREATER NUMBER) JOB TITLE - - G I14 Ili ��)7A, O JOB NO. SHT. V OF Gj r CALCULATED BY� DATE CHECKED BY DATE SCALE p= o To�sio�! • Fl1LL ©y�lr(D Mt = Mwl - SHT T-1 Mb + (Mt )< 1 TZLA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2 MDL Mb MtDL DEFL WIND HAGL d Mwl Mw2 .MDL Mb Mt DL DEFI4 I4 20 5 0 231 0 469 523 354 343 40 30 0 1303 0 469 1385 708 10 0 315 0 469 565 354 1374 t 35 0 1471 0 '469 1544 708 15 1 0 399 0 469 616 354 3091 40 0 1639 0 469 1705 708 20 0 4831-0 469 673 354 5494 45 0 1807 0 469 1867 708 25 0 567 0 469 736 354 8585 50 0 1975 0 469 2030 708 34340 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 35 0 469 872 354 16827 10 0 788 0 469 917 885 ih 40 0 819 0 469 944 354 21978 15 0 998 0 469 1103 885 45 0 903 0 469 1018 354 27816 I 20 0 1208 0 469 1296 885 50 0 987 0 469 1093 354 3434.0 250 1418 0 469 1494 885 I 30 5 0 347 0 469 583 531 343 30 0 1628 0 469 1694 885 i 10 0 473 0 469 666 531 i 35 0 1838 0 469 1897 885 15 0 599 0 469 761 531 40 0 2048 0 469 2101 885 -� 20 0 725 0 469 863 531 w 45 0 12258 0 469 2306 885 34340 25 0 851 0469 972 531 50 0 2469 0 4-6-9-F2 5-13 885 343 30 1 0 977 0 469 1084 531 60 5 0 694 0 469 838 1062 11- 35 0 11030 469 1199 531 i 10 0 946 0 469. 1056 1062 1 40 1 0 12291 0469 1315 531 15 0 1198 0 469:1287 1062 45 0 13551 oil, 469 134 531 20 0 1450 0 '469'1524 1062 "r 50 0 1481 0469 1553 53'1 34340 1 25 0 1702 0 469 1765 1062 40 5 0 463 0 469659 708 343 30 0 1954 0 469.2009 1062 10 0 630 0 469 785 708 35 0 2206 0 469 2255 1062 15 1 0 799 0 469926 708 40 0 2451-0[469 2502 1062 ' 20 0 967 0 4691075 708 45 0 2710 0 1469 .469 2750 1062 �' 25 0 1135 0 469 1228 708 w 50 0 2962 0 1469 2999 1062 34340 MMETAL • WELD MSPECIALTIES' r�F—ELI �E Co U:E HAGL 14 X 48 BACK TO BACK Pwl� W X WIND X HEIGHT 17'-6" �Pw2 m V X WIND X HEIGHT •17' -6" coL, WIND P-siorJ Mwl – pw1 X (HAGL + HE— IGHT) (AT GROUND LEVEL) 2 Mwl – Pw2 X (HAGL + HEIGHT (AT GROUND LEVEL) 2 MDL – Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb a Mw1z +MDL? OR Mw2 + MDL . (GREATER NUMBER) L Mt – Mwl - SHT T-1 _Mb HALL m HEIAIXAL LOAD - Mb CAP HEIGHT ABOVE GROUND LEVEL NEGLECTED DL DEFI JOB TITLE C �4 48 0 JOB NO.��- SHT. �� F OF��_ CALCULATED BY G DATE CHECKED BY DATE -� SCALE + (Mt )?< 1 Mt CAP I4 FOR 1" DEFLECTION �---� MMETAL •WELD MSPECIALTIES-'j REFERENCE COLUMN 5' - SO' HAGL 14 X 48-201 V JOB TITLE C144(-3,40 Pwl v W X WIND X HEIGHT Mwl — Pwl X (HALL + HEIGHT) JOB NO. SSHH.T. / OFT�j CALCULATED BY TAG DATE CHECKED BY DATE SCALE DL DEFL Lei Fol Pwl v W X WIND X HEIGHT Mwl — Pwl X (HALL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL o Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) O�1N D Mb m Mwl-'+,'MDL20R Mw2 + MDL (GREATER NUMBER) Flt L L Mt e Mwl - SHT T-1 Mb + (Mt )2< 1 Oj 111 �D L�,(p Mb CAP Mt CAP AIXAL LOAD - NEGLECTED i HAGL a HEIGHT ABOVE GROUND LEVEL 14 FOR 1" DEFLECTION DL DEFL Lei Fol MMETAL •WELD Ii1SPECIALTIES= o rccnru'.r COLUMN 55 - 100' HALL 14 X 48 20' V Pwl= W X WIND X HEIGHT Mwl — Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 JOB TITLE 9:�QC 14 46 B O JOB NO, SMT. r / Of CALCULATED BY _i4G DATE CHECKED BY DATE SCALE Pw2 V X WIND X HEIGHT Mwl m Pw2 X (HALL + HEIGHT) •17'-6" (AT GROUND LEVEL) 2 cOL, MDL s Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb Mw12+ MDL20R Mw2 + MDL (GREATER NUMBER) 0= v �To�siotJ FULLO Wi Rc> Mt --Mwl - SHT T-1 Mb + (Mt )2< 1 fLA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL — HEIGHT ABOVE GROUND LEVEL T1. MMETAL a -WELD �IISPECIALTIES= REFERENCE COLUMN 5' - 50' HALL 14 X 48 30' V i JOB TITLE JOB NO. SHT. / Of 1 Cj CALCULATED BY _� DATE CHECKED BY DATE SCALE Pwi o W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) �►xlIND Mb = Mwl�+ MDL? OR Mw2 +MDI, D= D �TO jZ510rI (GREATER NUMBER) ILS OI WINE;;, Mt m Mwl - SHT T-1 Mb + Mb CAP Mt CAP HAGL - HEIGHT ABOVE GROUND LEVIELL AL LOAD NEGLECTED TA--- MMETAL • WELD MSPECIALTIES'= REFERENCE CO ' ' , Pwl = W X WIND'X HEIGHT Mwl o Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 e V X WIND X HEIGHT Mwl ® Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 JOB TITLE 302 443 fo _ JOB N0. SMT. / OF p CALCULATED BY DATE CHECKED BY DATE SCALE G *�0 MDL - Pdl X TORSION LENGTH/2 OW,N D (AT GROUND LEVEL) Mb J Mwla+ MDL?OR Mw2 + MDL 0"�0ps10rJ (GREATER NUMBER) Fp Mt - Mwl - SHT T-1 Mb + (Mt Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL - HEIGHT ABOVE GROUND LEVEL �I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2. L Mb DL DEFL t I4 WIND HAGL d Mwl w2 DL Mb DL DEFL Mt I4 20 55 0 1071 66 514 118 318 45538 40 80 0 298 1863 514 30271 636 60 1155 722_1265- 26 54195 85 315 1968 3193 65 1239 774 134 .63603 90' 3319. 20731 3359 70 1323 82 141 73765 95 348 2178. 3525 75 1407 87 149 84679 100 365 2646, 369T 15054 80 1491 93 1577 96346 50 55 267d-'1673 12727 795 4553 85 1575 98 165 108765 60 288 1805' 2933 90 1659 103 1737 121937 .65' 309 1935 3140 95 1743 1089 1817 135863 70 330d 2067 3348 100 1827 1323_1898 150540 75 351d 2198 3555 30 55 .160711004_ 168 477 45538 80 3728 2330 3763 60 1733 1083 1808 A 85 3938 24601 3971 65 1859 116 1929 90 4148 25921 4180 70 1985 1241 2050 95 4358 27231 4386 75 2111 1319 2173 100 456 3308 4591 15054 80 2237 1398 2295 60 55 321 2007 3255 95 4553 85 2363.1476 2418 60 346 2165 3504 90 489 1556 2542 65 371 2322 3753 95 615 42143 1634—.--.2665 70 397 2480 4003 100 741 1985 2789 150540 75 422 2637 1253 40 55 1338 220 636 45538 80 4474 2785 1503 60 2311 1443 2367 T 85 472a 2952 4754 65 2479 1548 2532 1 90 4978 3110 5006 70 2647 1653 2696 95523 3267 5255 75 2815 1758 12862 y 100 5482 3969 5906 5054 MMETAL a. WELD IIISPECIALTIES= FTEFERENCF ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND JOB TITLE 30 KD I 4 JOB N0. SSHT. / OF ------ CALCULATED BY �+�.�� DATE �� G CHECKED BY---_, DATE -� SCALE FOWLA: d A (1 + 1 + 4.361h) WHERE A v 2.34 P Pm 25.2 2 LATERAL SOIL: Pall = 200 A PSF/FT S1 b (CLAY, SANDY CLAY) b= (SEE BELOW) h= H.A.G.L. BEARING + 17.5 (PER GAC TABLE) Pall Pall = 300 PSF/FT (SAND, SILTY SAND) S1 m Pall(A)2 1.33 m 400 PSF/FT (SANDY GRAVEL 3 Pall m 800 PSF/FT (SEDIMENTARY.ROCK) d - 4' MAX•FOR•COMPUTINGCR. STRESS IN 3 SI IIIMETAL • WELD ESPECIALTIESZd RFFFaGAIf,c CUBE FTG WITH REINF. 14 X 48 FF B/B SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BgARING P o 400 PSF/FT (SANDY GRAVEL) - d - A (1 +j7j— FOPd4TjIA+ 4.36h WHERE A 2.34P (PER c3C) 2 A S.b M e 4691-k P m (20) _ h - Mo` /pt (30) 'R2 () 50�. @/2"% E.W. .64. FACE (60) R ij-w& T -H : �T i�P) LENGTH X WIDTH X DEPTH '-3"X '-3"x 51 -,All JOB TITLE :f�CF /44 � 5 .E JOB NO. CALCULATED BY SHT. OF �j/ JAG DATE !2 . 141 CHECKED BY DATE ------- SCALE PI P2 25.2 15.75 33.6 21 42 26.25 MMETAL •WELD ESPECIALTIES-'j CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) PA LATERAL SOIL BEARING P - 400 PSF/FT (SANDY GRAVEL) FORMULA - d m A. (1 + 1+ 4.36h WHERE A - 2.34P (PER CBC) 2 A S.b M - 514'-K 33.6 21 h . - (Mat + Mvy/PZ P - (20) 26.25 8X8X12 —� - 4- Toes/o/k l —._-'� (40 ) 11 n- PI FA. RAGE �SC�l2 e E.W •(S0) •13 ,QLENGTH X WIDTH X DEPTH 15 JOB TITLE �CT /4-46 JOB NO. SHT.Z OF CALCULATED BY TG DATE CHECKED BY_ DATE SCALE P, PA 16.8 10.5 25.2 15.75 5 33.6 21 8X8Xll 42 26.25 nr»i, -1u r5 r' 40 PSF 50 PSF 60 PSF 5 X8X11 8X8Xll 1/2 8X8X12 10 11 12 •13 15 112 1212 20 12 13 ..1312 '14 25 8X8X10 12 13 1/2 14 1/2 30 12 11/2 14 15 1/2 35 12 1/2 14 1/2 16 40 13 .15 17 . 45 13 1/2 15 1/2 8X8X18 50 14 16 1/2 18X8X18 1/2 55 14 1 2 17 9X9X18 60 15 8X8X17 1/2 9X9X18 1/2 65 15 1/2 8X8X18 70 16 75 16 1/2 80 16 1/2 85 17 90 17 1/2 95 18 100 18 1/2 JOB T(TLE i JOB N0, SHT. M' 1 OFA_, INMETAL w. WELD CALCULATED Ely s `� DATE SPECIALTIE U CHECKEDBY� DATE " S- : ,REFERENCE M 0 F E+� SCALE C 4•P/L• G 11- 1 E S 'FO -r. 'P I P'ES 5z '(1- (D, 4 -D 3Z D, WH.SR& DI = a.0. pZ= 1.0. S Z� `F6 - .'7 F� (I F Mr 33 001F�) 13000> t%r > 3300/F�) ` ''M6 cAP ? S x F6 x 1.33 5T F". I,uCfLEASE) ' 12 v= .4 6575 R qa D 238op' /.•.ole o/coi _ /AFD/T i jMt'GAP o rY (2I) X 1'3- �-(STFL655 IUGREASE) 6575 49 4' F� Irs Cyo��'s �� v DIA WALL Fy' s I Fb Mb CAP Fv Mt CAP L max- WT/FT ;in . in ksi.- i n3 in4 ksi ft 'k ksi It k ft #/ft 30 0.250 35 17:.3 2585 19.5 372.8 14.0 5'34.8 45.4. 79.5• 30 0.281 35 193.1 2897 20.2 432.4 14.0 599.3 60.7 89..3'• .;. 30 0.312 35 21::x.8 3206 20.9 494.8• 14.0. .663.3 78.9 99.0 30 0.344 35 234.9 3524 25.2 656.1. 14.0 729.0 .UNLTD 109.1• 30 0.375 35 255.3 3829 25.2 713.0 14.0 72.3 UNLTD 118.8) 30 0.406 35 275.5 4133 25.2 769.6 14.0 8$5.1 UNLTD 128.'5 `30 0.438 35 296.3 4445 25.2 827.6 14.0' '919.5 UNLTD 138.4 •30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0;500 35 336.1 5042 25.2 938.9 14.0 •1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9' •••30 0.625 35 414.9 6224 25.2 1158.9 14.H 1207.7 UNLTD .196'.3- 30 0.656 35 434.2 6512 25.2 1212.6 14.0 13J7.3 UNLTD 205.8.•:' 30 0.688 35 45...9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• 30 0.750 .35 49] ..7 7375 25.2 1373.3 14.0 15;5.9 UNLTD 234'.6 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1983.8. UNLTD 310.1. JOE TITLE EI JOB NO. SHT. M I-. -OF �� Al WELD s CALCULATEDUY GATE � 11° MSPECIALTIESZ CHECKED DY--- DATE SCALE REFERENCE :: M.O}'1 f✓A G.4P/s G I ,r I •E 5 i .: 5= Ir D,4 -DZ) 4VHEREG DI - t.p, -- 32 Di DZ= I. o. .72'F� (1F D/r•'I: 33ool,, Fb _66p r +.+F� (I= 13000 > c%r > 3300AF (sTrtEss 11.1 WXEASa) . ,Mb cAP =. 5 x Flox 1.33•�C • I D 6575 4 q .. Ft, D) ,S Fy '413 FY = (TFIE lJ1RGER. 0r-) 238op /a boo!. ClF'D/7 i+ 6575 �No q9 4 l /r) oto • fir) ? F�4/s (VD)�s F�z/�J . . MtCAP' -FY (21) X 1.37,,V,,"(STRE5S IACREASE) r Q l2 ;DIA WALL Fy S I Fb Mb CAP Fv Mt .-CAP L max' WT/FT lin in ks i in,7c in4 ks i ft k ks i ft k ft #/f '36' 0.250 35 249..6 448-6' 18.6 513.7' 14.0 773.4. 34.5 95.6 36 0.281 35 279.4: 5029 • 19.2 593.5 14.0 8E7. 46.2 36• .0.312 35 309.9• 1 107.3 5569 19.7.. 676.9. 14.0 960..2 60.0 ..119.1 36 0.344 35 340.1: 6124 :0.3' 766.5 14.0 10y5.9 76.6 131.1 ,36• ''0.375 35 369.5, 6659 20.9 1033,5 .14.0 1148.0 95.1 142.8 36* 0.406 35 399.5 7191 25.2 .1115.8 14.0 1239.. 36' 0.438 35 429.E: 7737 25.2 1200.5 '14.0 133 7 UNLTD 154.5 36• .0.469 35. 459..E 8263 25.2 1282.•1 14.0 1424.6 UNLTD 178.2 36 0.500 35 488.1 8786. 25.2 1363.3, 14.0 .1514.8 UNLTD 189.8 :36, 0.562 35 545'. E 9825 25.2 1524.4 14.0_ '1693 .8 UNLTD 212 .9 - «� ,36. 0.625 35 603.E 10868 25.2 1686•.,t 14.0 1873.8 UNLTD 236.4. :36 0.65.6 35 632•.1 11378 25.2 1765.5 14.0 1961..6 ._ UNLTD 247.9 !'36 0.688 35 661.2 11901 25.2 1846.6 14.0 205'1.8' UNLTD 259.8 36 .0'.750 35 717.0 12906 2.3.2 2002. X36' 0.875 35 827.£1 14900 2!5. 6 14'0 2225.1 - UNLTD 282.7 136 1.000__35 936.2 _16851 2:5.2 2614.7 14.0 29ELS .2 - UNLTD 374.2 METAL 0 WELD' /•'�•./-��: CALCULATED IIY DATE ._l"�/ •' • CHECKED 12Y' DATE ��� •' IN SPECIALTIEN SCALE r REFERENCE G 11- I E $ 'FO r:_ •P I pr-� S 4 5" -m(p,4'Uz ) WHERr& DI % 0.0• _ 32.01 D Z 1. D. °/r 3300,/FL ) 13.0oo > `fir > 330O/, Mb vp p ? S x Fb x l_33'r .l2 D X575 9q :,FY = 7f+5 LARGEP, OF) 2.S 800 oa 11600. ( D 6575 q9 4 l /r) 4 /r) F�/s (ID) ,MtCAP - FY (21) x 1.Oe-CSTPrG5S 1IJCRF-AS9) _ 0/Z. DIA WALL Fy ;; I. Fb Mb CAP Fv Mt CAP L Max WT/FT ,in in ksi i; '13 in4 ksi ft k ksi ft k ft /ft' 40, .40 :0.:312 35 38:3.0 7660 19.2 813.5 14.0 1188.5 51.3 132.4 :49 0.344 0.375 35 421.3 8425 19.7 919.5. 14.0 • 1307.3 65.4. 145.E ;40 0.406 35 -35 453.2 9163 20.2 1026.0 14.0 1421.8 81.2 158.9 40 49.1.9 9897 20.7 1136.4 3.4.0 1535.7 99.0 171.9 0.438 35 532.6 10652 25.2 •1487.5 2.4.0 1652.8 UNLTD 185.•3 . 140 �40 0.469 35 569.0 11379 25.2 1589.1 14.0 1765.7 UNLTD 198.2 40 0.500 35 605.1 12103 25.2 1690.2 14.0 1876.0 UNLTD . 211.2 ' 0.562 35 677.0 13540 25.2 1890.9 3.4.0 210T.0 UNLTD 237.0 .40 40 0.625 0.688 35 749.3 14987 25.2 2092.9 3.4.0 • 2325.5 UNLTD 263.1.' 40 .35 821.0 16419 25.2 2293.0 3.4.0 2547.7 'UNLTD 289.2 40 8.750 35 8917.8 17816. 25.2 2487.9 34.0 2764.4 UNLTD 314.7 0.875 1.000 35 102:x.5 20590 25.2 2875.3 3x4.0 3194.8 UNLTD 366.0 :40 _3S 11GS.5 23310 25.2 3255.2 14.0 3618.9 -UNLTD 417.0, MMMETAL WELD � J��:;:LL , �;-�_�.:'-•' __-•:- '-___ JOB N0. SHT. M 1, K'OF MSPECIALTIESZ CALCULATED DY---------- DATE CHECKED DY- DATE SCALE REFERENCE Mo) -t E.A' C, I •T 1 S s F• -o R- 'P c P7 ---s - Cio L- o �-4 •LSI • i '%. .72 :F� ((F %- < 3300/ FI I• b a .¢_. �.F C ►r 13 000 >0/- > 3300/F .F :;• + ' � S'(tLESS INGiicAS>ri •• ' ,M b CAP Az X GS75 cR 9q FY = �TlfE LARGER OP) 23800 it.boo� 6S7s q9 4• o R F 4/S / yD)riS, y (ST) 1N CREASE) - X 1,33�•(srREss 's DIA WALL 'Ey S I £b Mb CAP Fv Mt CTAP L max MT/FT .' :in in ksi_ in3• in4 ksi - ft k ksi ft k ft #/ft 42 0.250 35 340.2 7145 17.9 676.5• A4.0 1055.8 27.4 111.6 42 0.312 35 422.7' 8877 18.9 886.3 :14.0 1312..8 47.6 139.1 �42 0.3.44..35._. 465.0_.9765 19.4_ 14.0 1443.1 60.8 153.2 j .; '442 0.37.5 .35 ' 505.8 10622 19.9 _1001.0 1116.2 14.0 1569'. 6 75.4- 166.9 42 0.406 35 546.4 11474 .29.4 1235,3 L4.0 169`1.6 92.0 130.6 '42 ,0.438' 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 .,;42 _0.469 35 628.3 13195 25.2 1754.9 L4.0 194!3 ,9 UNLTD 208.3.• 42 0.500 35 668.'4 14036 25.2 1866.8 L4.0 207-1.2 UNLTD 221.•9 42 0.562 35 747.9 15706 25.2 2088.9 14.0 2321.0 UNLTD 249•.0..._ '. :.42. 0.625 35 828.0, 17388 25.2 2312.6 14.0 2507.6 UNLTD 276.5 _ 42 0.688 35 907.4 19054 25.2 2534.2: :4.0 2815.8 UNLTD•• 303.9. 42 9.750 •35' 984.7 20679 25.2 2750.4 14.0 3055.9 UNLTD 330.8 +42 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384.•7 42 1.000 35 1289..6 27081 25.2 3601.8 14.0 400:1.0 UNLTD 438.4 MMIETAL a -V ELa MSPECIALTIESz' COVER SHEET _ 1449 . 2 SIZE OF SIGN: 14 X -� HAGL: S - l.0 0� WIND LOAD: SO ALLOWABLE SOIL PRESSURE: 4-0 O i -q a+ STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG col.. loc. ) 2_ FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V -BUILD ANGLE OR 3 0 FEET (MAX. OPENING) BACK TO BACK OR SINGLE FACE FOOTING DESIGN: ROUND ( pC_S 1 C`'`' roz Z.001300 x SQUARE VALID 0 SPREAD WET' SPECIAL CONDITIONS: TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS -1 HEAD DESIGN ------------------H-17wmv TORSION DESIGN - - - - - - - - - - - - - - - - T-1 '7 4mi.) 'r --S7 COLUMN DESIGN- - - - - - - - - - - - - - - - - C-1 FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - M-1 . MMETAL •WELD WSPECIALTIES= JOB TITLE 1• a'} 4-S G,'1 JOB NO. SHT CS- (_ OF CALCULATED BYS �/ _ DATE Z &, CHECKED BY DATE SCALE REFERENCE Pts -i-1 F1 aA- L-0 CRITERIA SPECIFICATION CODE Soo I G 3C, , STEEL ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A -53B, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) =1310 PSI FOUNDATIONS SPREAD FTG. ALLOWABLE BEARING PRESSURE N PSI SEE SOIL REPORT OF UBC TABLE NO. IS -L-A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE d PSF/FT SEE SOIL REPORT OR COC TABLE NO. 16-1-A C � D J' S.T144- kt 1 T 4• DESIGN LOADING �/S C,7-'0 rZ. D >= -2- WIND WIND = aO PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST r FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND. STAGNATION PRESSURE AT 30'-0" 1 = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 70 75 1 80 90 1 100 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 - 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 - 30 123 21.7 25.0 282 35.8 44.1 53.4 - 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 '.60 1.43 25.2 29.0 3Z8 41.6 512 62.0 80 1.53 27.0 31.1 1 35.1 44.6 54.8 1 66.4 MUMETAL •WELD WSPECIALTIES= ru-cn �iwC HEAD DESIGN FRONT CATWALK JOB TITLE FC <o' A t JOB NO._SHT. J OF CALCULATED BY C DATE CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB) m 720# (4 MEN) <,x�200 v 800# (4 MEN/LEDGER) LL D.L. STRINGERS - 5.8 X 2 11.6 PLF GRATING - 3.14 X 3 9.42.PLF il CONN & MISC 2.58 PLF 23.6 PLF GRATING - SPAN 3'-0" USE AMICO EXPANDED METAL GRATING . CAP - CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) Mmax -'23.6 X 149' + 20 X 3 X 14a' - 578.2 + 1470..- 20481 /2 =,1024 F - 8 8 USE 4 X 3 X 1/4 LL.V. b 1.024 X-12 - 12.29 KSI (S a 1.0 IN ) 1.0 C4 MEN LEDGER P•® (23.6 X 12) + 800 - 1083.2 (12'TRIB)� M m 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) 3.33'-K MIN. FLANGE - 3.24/2 X 3 - .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP m 10I-" > 3.33' K CONNECTION bESIGN PER AISC HANGER TYPE CONNECTION _ Mmax [.02`•(3) 12 + .0236 X 12] X 4 + .009 X 5.5�/2 m 4.1491 K (12' TRIB) P - 4.149"v' /1.28 - 3.24K /ANGLE 3 X 3 X 1/4 X 4 3/4" 1 3/4" GAGE WP.- 3.24/4.75 - .682 KLF�--,.65 KLF PREL. SELECTION TABLE b- 1 3/4" - 1/4 m 1 1/2" a -3 - 1 3/4 a 1:25" b' m 1.5 - .625 m .875" a' -1.5 + .625 ® 2.125" a''+ b'.- 3" p - 4.75/2 m 2.375" d' m .625" m 1 - (.625 / 2.375) a .7368 M ® [2.375 (•.25)� X 36]/8 = .668 d (3.24/2 X 1.5 / .668)-1] / .7368 m 3.58 Bc m 1.62 [1+11 + 73688) 2,125) a 1.90 KIPS FLANGE m8 X 1.90 X 2.125 X.,8751)1/2 - .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0 >. 10% OVERSTRESS USE <3 X 3 X 1/4 X 4 3/4 LONG W/ 1/2"9.DIAMETER A307 BOLTS Vklj a 2 TAq v 3.9K NOTE: RESTRTCT 2'-6" MAX WIDE ON 12' TRIB LEDGERS MMETAL •WELD mSPECIALTIES-Ii HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLE G -jI� JOB NO. SHT .+ Of CALCULATED BYy � v DATE CHECKED BY DATE SCALE DESIGN LOAD L.L. - 20 PSF X 2 X 12 (MAX TRIB) - 480# ( 2 MEN) <--200 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 - 11.6 PLF - GRATE 2 X 2 - (ACT 1.87) 4.0 PLF .MISC. - 1.6 PLF 17:2 PLF GRATING SPAN 2' - 01' USE AMICO 1.87# GRIPMESH EXPANDED METAL - CAP - CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 (MAX.10' SPAN) MAX - 17.2 X 10 a + 20 X 2 X 14a = 1230' - #/2 - 630 /STRINGER 8 g Fb - .630'X 12/,577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) LEDGER P - (17.2 X 12) + (20 X 12) - 446.4# _ M - .45 (1.0 + .5) + .009 .(2.54 /2) 703 USE W6X9 UNSUP LGHT 2'-6" Mcap - 11'-K > .703 `' K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12] X 2.5 + .009 X 2.5' /2 - 1.744'-K (12' TRIB) P - 1.744 X 12/9.375 - 2.23K WP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X 3 X 1 4 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER AISC HANGER CONNECTION 2.23'/ 2 BOLT / 31- - .37x / INCH USE 3/16" FLANGE CAPS .61 K /IN MMETAL •WELD OISPECIALTIES= acccockirrc TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS JOB TITLE C::,7U U 14 4f -S A JOB N0. SHT. 22 OF 2_ CALCULATED BYZL G DATE 7 �z CHECKED BY DATE SCALE DESIGN CRITERIA 14 X 48 MAX. TRIB AREA - 8'-0" MAX. UNBRACED LENGTH CANT. LENGTH 14'-01,�!� TRIB LENGTH OF TOP STRINGER o J WIND 2 1/2' 3' 3 1/2' 4' *4 1/2' 5' 20 26" 21" 18". 16" 14" 13" 30 26" 21" 18" 16" 14" 13" 40 20" 16" 13 1/2" 12" 10 1/2" 10" �� 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 13" 10 1 2" 9" 8" 7" 6 1/2" H2-H1X2 L3X3X1/4 MSN P i .59 IN BOLTS - s - .58 IN3 A325N CHORD 'IND FA A - 1.44 IN' 1/2" DIAMETER m 1.33 X 4.1 m 5.4� PL. rK m .93 IN 5/5" DIAMETER - 6.4 X 1.33 - 8.5K P i CHORD AT BOTTON OF TRUSS AXIAL - M- P, X d fa a M/3.5 X A BENDING - TRUSS STRGR Mmax - WIND X SPG X SPCG X SPAN fb m Mmax X 12/5 6 COMBINDED - fa + fb fa (1 --La) (fb) < 1.33 0�4 Ly F'e 'p 21.6 KSI (16133*KSI 70 KSI L 3 X 3 X 1/4 L3X3X1/4 CONNECTION = BOLTS - SHEAR a M/3.5 X 3 BOLTS + DL/3 X 2 ALTS (x.32 S) JLATEPTHICK SHEAR M/3.5 X (A TZ'PE N -BOLT HOLES)WELDING SHEAR m Mmax X 12/10" X 9 X 2 X 1.33 20�Q T I N CROSS P�4rEF l (W44p_fLs P-OQID. - (9 M I csP,& � ) ZI GEOS> H2AC-E �3 . (e0 bs� ;.•IIJD - �.S ANGLE BOAT TUPEN CHORD 'IND FA FB CHORD SHBAR BOLT PL. MIN U N 20 6.3 13.2 .SIZE L2 1/2X2 1/2X 1/4 PER BOLT 3.5 A325 THICK WELD `V P 30 4.7 13 L3 X 3 X 1/4 4.2 1/2" 1/2". 1/2" 5/8" 1/4" 1/4" -USI 40 6.3 50 7.8 17•.4 10.8 L3 X 3 X 1/4 *L3 X 3 4.9 5/8" 5/8" 1/4". 1 60 19.4 113 X 1/4 *L3 X 3 X 1 4 5.7 5/8" 3/4" 5/16" 6.4 5 8" 1 314" 1 3/81, CHORD AT BOTTON OF TRUSS AXIAL - M- P, X d fa a M/3.5 X A BENDING - TRUSS STRGR Mmax - WIND X SPG X SPCG X SPAN fb m Mmax X 12/5 6 COMBINDED - fa + fb fa (1 --La) (fb) < 1.33 0�4 Ly F'e 'p 21.6 KSI (16133*KSI 70 KSI L 3 X 3 X 1/4 L3X3X1/4 CONNECTION = BOLTS - SHEAR a M/3.5 X 3 BOLTS + DL/3 X 2 ALTS (x.32 S) JLATEPTHICK SHEAR M/3.5 X (A TZ'PE N -BOLT HOLES)WELDING SHEAR m Mmax X 12/10" X 9 X 2 X 1.33 20�Q T I N CROSS P�4rEF l (W44p_fLs P-OQID. - (9 M I csP,& � ) ZI GEOS> H2AC-E �3 . (e0 bs� ;.•IIJD - �.S MMETAL •WELD IIISPECIALTIE REFERENCE 14 X 48 6 UPRIGHTS CONN. CMS FF, SF, �;L DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FIANCE CANT. LENGTH 14'-0" DAUK TU BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE ) _u JOB NO. SHT. ~: OF --- CALCULATED BY c _ DATE `. ? D? CHECKED BY DATE -� SCALE Mmax a (30 PSF WIND) X 8 X 142'/2 - 23.52'-K /2 e 11.761-K/UPRIGHT (40 PSF WIND) 7, n 15.671-K (50 PSF WIND) e 19.59'-'- (60 PSF WIND) 13.3 23 52,-r- (20 PSF WIND) 10 e 7.84' -"- SINGLE FACE OR "V" BUILD 70.7 X 10 Mmax (30 PSF.WIND) X 8 X 14Z /2 e 23.52f-fe-/UPRIGHT 15 3 (40 (50 PSF.WIND) PSF WIND) 31.34-K SEE MIN. FLANGE THICK. (60 PSF WIND) 39.18'-K 47.04'-K IN CONN. BELOW OR 1/4" GUSSETS (20 PSF WIND) 15.68'' SHEAR/BOLT LENGTH / 1/3 UPRIGHTS 4' 5' 60 7, 81 91, 22 *18 TRESS W6 X 9 W8 14.6 13.3 13.3 '12.7 11.3 10 807 81' 70.7 X 10 21 18 16 7 15 3 _5lQGL..E UPRIGHTS Mmax X 12 - 2T (20") + 2T (24") .Mmax m MDL + M N E> �l INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 *18 �,4 CONNECTION W12 X 26 89.3 89.3 1 89.3 1 81.7 1 81.7 81.7 75.3 70.7 IND T CENTER MOUNT, DESIGN FOR FULL FLAG, DOUBLE FACE OIL F,&Cr-- _5lQGL..E UPRIGHTS Mmax X 12 - 2T (20") + 2T (24") .Mmax m MDL + M N E> �l 1/2",d> 4 X 1.33 1/4" 3/16" F�- TENSION CL) SHEAR/BOLT 3.6%8 v .45r-NEGLIBLE 1/4 f 3/16 TOTAL A I SG 11P�I(oNT q WIN, GER DESIGN AISC WEB STIFF SEE �,4 BOLTS A307 FLANGE W/ WEB IND T W 1 3 INCR 1 3 INCR THICK 20 PSF 2.8 1/2",d> 4 X 1.33 1/4" 3/16" CL) 30 PSF 4.2 1/21,4 4 X 1.33 1/4 f 3/16 0 PSF 5.6 1/2"c� 8.7 X 1.33,. 5/16 f 1/4 0 PSF 7.0 1/2"c� 8.7 X 1.33. 5/16 1/4 ;`_... 60 PSF 8.4 1/2" 8.7 X 1.33 ; 5/16 1/4 = `• INSTEAD USE 5/8 `� - A307 �2 WELD TORSION VDL- 1.9K Vy4,4p e 56K s' !o x �• _ Z%{'` <j� 1.9'_+ 56 K e 57.9' / 2 X 3.71 m 7.8" - 1/4" WELD V., Ax/ MAX CONNECTION 60 PSF MMETAL INVELD mSPECIALTIES= nu �n G�wG 4 X 48 6 UPRIGHTS CONN. CM., FF. -.DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED._LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE CL/ v I `T 45 'JO B NO. SHT. �_ OF CALCULATED BY 13-Ac, DATE CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X 8 X 14 2 /2 v 23.521-K /2 - 11.761'K /UPRIGHT (40 PSF WIND) @ 15.671'K (50 PSF WIND) - 19.591" (60 PSF WIND) e 23.521-k- (20 PSF WIND) - 7.84'-4 SINGLE FACE OR "V" BUILD BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR Mmax - (30 PSF WIND) X 8 X 142 /2 0 23.52''- /UPRIGHT (40 PSF WIND) 31.34'-- SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18-"- IN CONN. BELOW OR (60 PSF WIND) 47.041- 1/4" GUSSETS - (20 PSF WIND) 15.68'' - BRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 LENGTH F. UPRIGHTS 4' �5' 6' 7' 8' 9' 10' 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 -18 W12 X 26 89.3 89.3 89.3 1 81.7 81.7 1 81.7 75.3 70.7 V UC1l14GU 1 1 UPl CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 e 2T (20").+ 2T(24") .Mmax =•MDL + M WtNr: TENSION 2 SHEAR/BOLT m 3..6/8 0 .45K NEGLIBLE TOTAL &�9:�jG GER DESIGN ISC WEB STIFF LLP MIN. .';t CL + O - 80 L_Ts 2 %4'' bAG E IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16. 60 PSF 4.7 X 1.33 5/16 INSTEAD USE 5/d'4)- A307 WELD TORSION VDD- 1.9K VWigC)= 56v- 1.9"-+ 6K1.9K+ 56K - 57.9- / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MEMETAL •WELD IIlSPECIALTIES= HttthltPll.t 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA 14 X 48 JOB TITLE - CG' cc "` r •''� Iti-' JOB NO. SHT•.. / OF CALCULATED BY--,.., ' GATE 3 CHECKED BY OATE SCALE MAX TRIB. AREA 8'-0" - 6_UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-0" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 142 /2 23.521-'/2 -:11-.761-'/UPRIGHT ' (40 PSF WIND) a 15'.67 (50 PSF WIND) m 19.59 (60 PSF WIND} 23.52 (20 PSF WIND) a 7.84' SINGLE FACE OR "V" BUILD 4' 14.6 21 36.7 89.3. S' 13.3 18 •34,.5 89.3 Mmax - (30 PSF WIND) X 8 X 142 /2•m 23.521-K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 1/2" UNBRACED LENGTH W/ 1/3 STRESS INCREASE f'n►arTFr'TTnXT UPRIGHTS W6 X 9 W8 X 10 W12 X 14 W12 X 26 4' 14.6 21 36.7 89.3. S' 13.3 18 •34,.5 89.3 6' 13.3 16•.7 32 89.3 7' 1 12.7 15.3 28.7 81.7. 8' 11.3 14 25.3 81.7 9' 10 12 '. 22 81.7 10' 8.7 10 18 75.3 11' 4 X 1.33 1/4" 8 - 120.7. 30 CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M VL. + Mw)'X 12 m 2T (20") + 2T (2411) SHEAR/BOLT.- 3.6/8 - .459 NEGLIBLE LIP S-l(fl1w -(v TOTAL M1,,,W Mpg + Mwind ASIC HANGER DESIGN AISC WEB STIFF WIND ' T BOLTS W 1 3 A3O7 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 1/4" •3/16" 30 PSF 4.2 1/2" X 1.33 1/4 3/16 40 PSF 5.6 1/2" 8.7 X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 411 ��81j MITI. PaoLTS-214i�c. C �� MMETAL •WELD ESPECIALTIES-'j REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE JOB NO, SHT. ! J OF q CALCULATED BY L� DATE 3 /? �"J� JL - CHECKED BY DATE SCALE DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGT11 14' - 0" " BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 142 /2 - 23.521'K/2. m 11.76.1-j'/UPRIGHT (40 PSF WIND) -.15.67 (50 PSF WIND) - 19'.59 (60 PSF WIND) - 23'.52 (20 PSF WIND) - 7.84 SINGLE FACE OR "V" BUILD _ Mmax - (30 PSF WIND) X 8 X 14¢ /2 m 23.52 K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. .(50 PSF WIND) 39.18 IN CONN. BELOW OR x(60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 UNBRACED - PSF 1.6 1/2"d 4 X 1.33 I I 30 PSF LENGTH UPRIGHTS 4 S' 1 6' 1 7' 8' 1 9' 10' 11' W/ 1/3 W6 X 9: 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 . 16.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 2.2 . 18- W12 X 26 89.3 .89.3 89.3 81.7 81.7 81.7 75.3- 70.7 w�vivGVttucv CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M pL+ MW X 12 - 2T (20") + 2T (24") 2 - . SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE a TOTAL Mmax= M (,,1pp(:mT BOLTS A307 FLANGE W/ --- E:: - f f, - _ , WIND 'I T I W/1 /3 INCR 1/3 INCR _1 20 PSF 1.6 1/2"d 4 X 1.33 I I 30 PSF 2.4 X 1.33 40 PSF 3.1 X 1.33 60 P5F 4.7 X 1.33 mIN- f,'o VTS - 214' MA - (t -,,A(-;, E- 3/16 1/4 1/4 5/16 5/16 %AISC (, HANGER CONNECTION t Mwind WEB I 3/16 3/16 AISC WEB STIFF MMETAL w- WELD SPECIALTIES' REFERENCE L 3 X 3 X 1/4 STRINGER JOB TITLE X13 60 PSF WIND KAX. SPAN OR JOB, NO._ S^HT. f l -4 OF CALCULATED BY p - C DATE CHECKED BY_ DATE ------ --`SCALE SCALE TRIB AREA DESIGN CRITERIA ^ .a � 1 Mmax - (SECT, MOD.) 21.6 X 1.33 STRESS INCREASE 12 'ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPAN"- (FEET) BIAXIAL BENDING m WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND KAX. SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING FT TRIB AREA SPACING FT TRIB AREA SPACING 'FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 T: 11 4.56 11 2.28 11 2,87 12 3.83 12 2.28 12 2.87 13 3.26 13 2.28 13 2.87 14 2.8 14 2.28 14 2.87 8 5,75 8 3.45 9 4.54 9 2.73 10 3.68 10 .2.73 11 3.04 11 2.73 12 3.04 12 2.73 13 3.04 13 2.73 MMETAL n -WELD MSPECIALTIESZd REFERENCE PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE -/,::, S p JOB NO. SHT - OF CALCULATED BY DATE CHECKED BY DATE --- SCALE SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 1. 507 STRINGER 4 X 4 X .9 X 8- 157 .i2L- - (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2 X 17.2) 8 464 +- .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2-5) - 95 7 1451# SEE SHEET H3 Mmax ONE UPRIGHT 1-K I_K M?-MWIQD+M 5' int ' I 75I I 'lnr I1 47 1 I 1 54 1 1 i 1 61 1 1 1 I 1 69 I I 1 76 55 ' 62 I 69 I 77 84 I 63 170 1 77 92 .v .. NOTE: CONNECTION BELOW FOR MIN. FLANGE THICKNESS - IF LESS USE 1/4" GUSSETS BEAM W12 X 14 UNBRACED 5' 10':F15' 33 20 LT - D. S' 10' .O 5 .35 L. DEFLECTION INCHES 15' 20' 25' 30' 1 - - - - 35' - CANT LENGTH MDL / CANT P, DL - P(CANT X 12)3 3(29,500) IgM MCl�P" INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 22 61 40 - - .20 .65 - - - - W12 X 26 89 74 56 - .15 .49 - - - - W12 X 30-103 94 68 - .13 .42 - - - - W12 X 35 121 110 104 - 11 .35 - - - - W12 X 40 137 126 126 - .10 .33 .75 - - - s'PR�,aD�K- CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEE A3OVE A,'! Ff SIZE,1�4', MT - 2 T (23/12) + 2T (27/12) - MT /8.33 - TENSION BOLT I BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 - 1.58K/BOLT D SIGN AISG'• 6ot,.TS 3 50L -TS (0 To TAI,) (A--!,2 L1 t40 w e�g 1 "� -roRstaN (-iiN. Coli I /.. 1/c -' I k ar - d -b/ x 1.sj - 11.561- /BOLT .'' L -u l ri1 S J .i WIND T- B F T B F T B F T B F T I B F T B I F 20 3 .11/2 1/4 3.8 1/2 5 16 4.7 1 2 5 16 5.5 1/2 5/16 6.5 11/2 5/16 7.3 1 2 3/8 30 4 1 1 5/16 4.8 5.6 1 6.5 1 5/16 7.4 1 3/8 8.3 40 4 8 5.66.5 7.3 3 8 8.2 9.1 50 5.8I 1 6.6 7.4 I 13,/8 8.3 1 9.2 10.1 7/16 6.0 6.7 --r W 7.6 -3J8 18.4, - 3/8 9.2 10.2 ±iEi 11 .% 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT 1/c -' I k ar - d -b/ x 1.sj - 11.561- /BOLT MMETAL •WELD YlSPECIALTIES= ocrcocunr JOB TITLE— T Imo -,45 JOB N0. SHT. CALCULATED BY �'� DATE CHECKED BY DATE SCALE ION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 T[ ZOt�IKp 14 X 48 - BACK TO BACK, PpL. — HEAD WT CM. .406 F.F. .463Ki- F m (INCLUDES TORSION). 17' - 6" To(2SI4oP1 Pw - WIND LOAD (PSF) 2 X HEIGHT Pot. (KLF) [ (d- (dl + COLO ) J /2 Mb- Mw,+MPS 2 R Pw (KLF) [ (d - (di + COL) J /2 Mb- mw a + MPS M -r - (HEIGHT -1 1/2) (Pw X (d-(dt+COL¢h) 2 2 COMBINDEDLOADING I� + (Mt )a < 1 FOR 1" E Mb �.p M.{•• Cr-? PSF FLECTION m�pn mo DEAD LOAD WIND "d" Mw Mw M Lw ycr j( �s� rM. IN'FBOLTTPL-- P 20 0 354 469 58 114 27814 1 1 4 FLANGE 15/16 5 301 393 495 105 19823 1 1 8- 7 8 10 233 290 372• 93 11316 1 3/4 15 174 211 273 80 — 7/8 11/16 20 123 146 191 67 — 3/4 1 3L4 8 24 89 103 136 57 — 1/2 1 3/8 1/2 30 30 0 531 469 708 171 27814 1 3/8 15/16 5 452 393 599 158 19823 1 1/4 7/8 10 350 290 455 140 11316 1 1/8 13/16 15 261 211 336 120 — 1 3 4 20 185 146 236 101 — 1 11 16 24 134 103 169 86 — 5 8 1 5 8 9 16 40 0 708 469 849 228 27814 5 602 393 719 210 19823 1 1-/-2— 15 16 10 466 290 549 186 11316 1 1/4 7/8 15 348 211 407 160 -- 1 1/8 13/16 20 246 146 286 134 — 1 3/4 24 178 103 206 114 — 5/8 1 3/4 5/8 50 0 885 469 1002 285 27814 5 753 393 849 263 19823 10 583 290 651 233 11316 1 3/8 7/8- 1 15 435 211 483 200 — 1 1 A 7/8 308 146 341 168 — 1 1/8 13/16 223 103 246 143 — 3 4 2 11 16 MllO 062 469 1161 342 27814 904 393 986 316 19823 700 290 758 280 11316 1 1 2 15 16 522 211 563 240 — 1 3 8 7 g 20 370 146 398 202 — 1 1/4 13/16 268 103 287 172 — 3 4 3/4 SG`-DDLE to P2>Io f`l _31 Go BOLTS(D MAX T-(Mo,,/dp, X 6)+MT/d,X 6 MVV--(Mw1 /dj /2 X 12)+PDX d/12 2 T-Mw.*.(MAX)+Mo,L/d�X 6 V-P.AX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ -,/6M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" wfoT)+• ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 MMETAL •WELD WSPECIALTIES= REFERFN[`F JOB TITLE i % I i A JOB NO. _ SHT -r I OF-- CALCULATED FAamCALCULATED BY `T= DATE �2 11p CHECKED 13Y --_,DATE ------- SCALE ION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 I 2 WltiD 14 X 48 - 15' V Ppb - HEAD WT CM. .445KL-r F.F. .502 M,r- dz (INCLUDES TORSION) OI� 1�lIN� PSF WIND "d" Mw 20 0 5 347 292 10 226 15 167 i 20- �L• 1 7 117 o c -10 To(LsION P JA - WIND LOAD (PSF) x I"� Goy _HEIGHT_ Mvl.- PDL( -F) [(d -(dl+ COL�)]2/2 Mba `Mw1+ MDQ 2 MI m Pk4 (KLF) [ (d - (d I + COL 4)]2 /2 Mb- Mw2 + MpL, 41 M -T - (HEIGHT -1 1/2) (Pw X (4d -(di +COLO) -5=4!2 2 2 `O� COMBINDED LOADING M� + (Mt )�"< 1 M bceP M_r, FOR 1 DEFLECTION DEAD LOA LAR6 �„T M CAP o e � 00 00 U2�2r S4DDL� --)_ rTO til �32r c o l..-1 47 Z3o1/L-rs BOLTS (1) MAX2 T-(Mp,,/d2 X 6)+MT/d, X 6 V (Mw,./d,/2 X 12)+PWX d/12 T-ftf (MAX)+Mpg/dZX..6 V-PWLX V/12 BOLTS TALL -(55 X 1.33 - 1.8'fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b-' FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" Q1 DTA ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 MMETAL •WELD wSPECIALTIES= REFERENCE TORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A3 Gam. —� ZO lel i K D 14 X 48 - 20' V b N -- Pp* - HEAD WT CM.=.460 F. d I (INCLUDES TORSION) Z "--- To(Ls101� P W - WIND LOAD (PSF.) x MDL- PpL(KLF) [(d -(dl+ COLO)]2/2 2 Q1�11ND MWI - PW (KLF) [ (d-(d�+ COL+ ) ]2 /2 2 d- S M T a (HEIGHT -1 1/2).(Pw X (d-(di+CO 2 2 COMBINDED LOADING M b + (Mt OR 1" DEFLECTION DEAD LOAD Mtn PSF WIND "d" Mw M ;4M9;9603 M 4L8230, r Mo - CAP 20 0 338 48 eT1A N4 BOLT PL 1 FLANG 5 286 44 409 499 103 -1_/4 19600 1 1 8 15/16 7/8 10 220 39 308 379 90 11336 1 3/4 ! 15 162 33 223 276 77 — 7/8 11/16 20 113 28 152 189 65 — 3/4 1 3/4 5/8 l./ 3.5 85 24 111 140 56 — 1/2 1 3/8 1/2 30 0 507 72 499 711 168 28230 1 3/8 15/16 5 429 66 409 592 155 19600 1 1 4 7/8 10 330 59 308 451 135 11336 1 1 8 13 16 15 243 50 223 330 116 — 1 3/4 20 170 42 152 228 98 — 1 11/16 3.5.128 36 111 169 84 5/8 1 5/8 9/16 40 0 676 96 499 840 224 28230 5 572 88 409 703 206 19600 1 1/2 15/16 10 440 78 308 537 180 11336 1 1/4 7/8 15 324 66 223 393 154 — 1 1/8 13 16 20 226 56 152 272 130 — 1 3/4 11 3.5 170 48 111 203 112 — 5/8 1 3 4 5/8 50 0 846 120 499 982 280 28230 5 715 110 409 823 258 19600 10 550 98 308 630 225 11336 1 3/8 7/8- g 1 15 405 83 223 462 93 — 1 1 4 7 8 20 283 70 152 321 163 — 1 1 8 13 16 3.5 213 60 111 240 140 — 3 4 2 11 16 60 0 014 144 499 1130 336 28230 5 858 132 409 950 309 19600 10 660 118 308 728 270 11336 1 1 2 15 16 15 486 100 223 535 231 — 1 3/8 7/8 20 339 84 152 372 195 — 1 1/4 13/16 3.5 255 72 111 278 1681— 3/4 3/4 . JOB TITLE - L � I 19 12, JOB No-� SHT —0; /_ CALCULATED BY —V_ � C DATE 3 L y� CHECKED BY DATE --- SCALE 25 F.= .517 HEIGHT Mb= MwIZ + Mpg Mb- MwZ + MbL� )2 < 1\ O e e a P O, T 0 0 0 o V dZ-2, 1-41>DLE --) rTo 911-10 9 c o BOLTS 1 MAX T-(MvLgd2X 6)+MT/dIX 6 V-(Mwi /d.1/2 .X. 12)+PWX 'd/12 2 T7Mw2(MAX)+MpL-/d2X 6 V-PW2X V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 'X 1.33 X b' FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 MEMETAL u WELD WSPECIALTIES= REFERFNr.F JOB TITLE N I �4 4J JOB NO. ^7SHT —r-1 OF -- CALCULATED BY J C GATE CHECKED BY DATE SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 2 WIND 14 X 48' - 30' V c(� P:;� v HEAD WT CM. .507 F.F. .566 I (INCLUDES TORSION) - TofL11014 PV4 - WIND LOAD (PSF) x d )c I'1- �I HEIGHT MDL.- P;,I,.(KLF) [(d -(dl+ COL,:�)]2/2 Mb= Mwi2+ 2 Old IND Mw" P 1-1 (KLF) L (d- (dl + COL4p) j 2 /2 Mb= Mw2 + MDL 2 M (HE2GHT -1 1/2) (Pw X (d-(dI+COLO) 2 2 COMBINDED LOADING M b + (Mt 0 o ) < 1 _ e o M 6 Ga,p M.;. -- OR 1" DEFLECTION DEAD LOAD I�'• M°'`� e o 16d" Mw Mw M CAP L o 0 0 0 M NF N� BOLT PL FLANGE 0 318 71 514 604 108 27320 1 1/4 15 16 d2=2. 10 204 57 317 377 87 10796 1 3/4 S6'DDLE I Irl 15 148 49 227 276 74 — 7 8 11 16 20 102 40 153 193 61 — 3/4 1 3/4 5/8 22.8 79 36 116 152 54 — 1 2 1 3 8 1 2 A 0 477 107-514. 701 162 27320 1 3/8 1 CD 5 402 98 425 585 149 19029 1 1/4 7/8 10 306 86 317 44131 10796 1 1/8 13/16 S�y 15 222 74 227 318 111 — 1 3/4 2'0 ` 22.8 153 119 60 54 153 216 92 — 1 11/16 BOLTSOI MAX 0 636 142 116 514 170 81 5/8 1 5/89 16 T-(MpL,/dZX 6)+M- /dl X 6 818 216_L7320 V=(Mwl./dl/2.X 12)+P�;X d/12 5 536 130 425 601 198 10 408 114 317 517 174 19029 10796 1 1 1/2 1/4 15/16 7/8 2 15 296 98 227 373 148 — T-Mw?(MAX)+Mpl,/dZX 6 20 204 80 153 255 122 1 1/8 13/16 V=PWZX V/12 BOLTS 22.8 158 72 116 196 108 — 1 3 4 TALL -(55 X 1.33 - 1.8fv) 0 795 177 514 947 270 27230 5 8 1 3 4 11/16 (BOLT AREA) 5 670 162 425 793 247 19029 TALL > T AISC TABLE 1.6.3 L 10 510 142 317 600 217 10796 1 3 8 7 8, CAP PL M=T X 3 X _ t REQ o 6M/27 X 1.33 X V 15 20 370 255 122 100 227 153 434 293 185 — 1 1/4 13/16 FLANGE -SEE HANGER CONNECTION 22•:8 197 90 116 229 153 135 — — 1 1/8 3/4 AISC - USE 4 3/4" W I DT4-t 0 954 213 514 1084 324 27320 3/4 2 11/16 ALL CAPACITY WITH 1/3 5 804 195 425 909 297 19029 STRESS INCREASE 10 612 171 317 689 261 10796 1 1/2 *IF FLANGE OR CAP PL THICKNESS 15 444 147 227 499 222 — 1 3/8 15 16 < REQUIRED - 20 306 120 153 342 184 — 1 1/4 7 8 USE STIFFER PLATE 22:8 237 108 116 9ALL T �� --- 13/16 SEE SHEET T-2 METALNVELD SPECIALTIESz REFERENCE FLANGE STIFFNER MAX. MIN. BOLT FLANGE TENSION THICK STIFF. 26 5/8 10 1/2 31.5 11/16 37 3/4 43.5 13/16 50 7 8 58 15/16 66 1 30 5/8 10 X 1/2 40 11/16 50 3/4 14 12 8X14 •18 9/16 22 5/g 26 3/4 30 7/g JOB TITLEF5 JOB NO. SHT. OF CALCULATED BY �' DATE CHECKED BY DATE SCALE ALT I.z .D M 4ll sripF rt. T`N -16 BM. '8 to '411 _ r `Z �OLrT % i '16 sri ff-. s 16 8 4e. 8M. MMETAL • WELD MSPECIALTIES'= JOB TITLE C C I 4� �" JOB NO. SHT. OF Q CALCULATED BY ` DATE / `L CHECKED BY DATE - SCALE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) e T X 2" REQ eF27-3 X 6 X133 BOLT (PLATE) - T X 4.5/6 /W - 11-K/INCH REQ M X 6 27 X 1.33 JLL FLAG cAP PLATE STIFFNER K WELD THK WELI 2 3/8 1/2X8 1/411 8 3/8 1/2X8, 1/411 4 3/8 1/2X8. 1/411 8 3/8 1 2X8 1 4" 8 3 8 -1/2X8 1 1 4" 11T 1T / LO � CAP BOLT TEN. PLATE STI MMETAL • WELD !I[SPECIALTIES= COLUMN 5' - 50' 14 X 48 BACK TO BACK Pwl - W X WIND X HEIGHT 17'-6" Pw2 - V X WIND X HEIGHT 17'-6" Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl a Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE G 1.4 y! le)- O JOB NO. SHT. I OF a CALCULATED BY E DATE l") L�o CHECKED BY DATE SCALE MDL a Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) 2OI,cIlND .� Mb .::/Mw1A'+ MDI?'OR, Mw2 + MDL(ATER NUMBER) Fl1LL� O j.�l(�1D Mt = Mwl - SHT T-1 Mb + (Mt ) < 1 f:LA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2 MDL Mb DL DEFL it 1 I4 WIND HAGL d Mwl Mw2.MDL Mb Mt DL DEF 14 20 5 0 231 0 469 523 354 343 40 30 0 1303 0 469 1385 708 10 0 315 0 469 565 354 1374 35 0 1471 0 `469 1544 708 15 0 399 0 469 616 354 3091 40 0 1639 0 469 1705 708 20 0 483 0 469 673 354 5494 45 0 118071 0 469 1867 708 w' I 25 0 567 0 469 736 354 8585 50 0 1 1975 0 469 2030 708 34340 30 0 651 0 469 802 354.1 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469 872 354 16827 ! 10 0 788 0 469 917 885 ih 40 0 8190 469 944 354 21978 ! 15 0 998 0 469 1103 885 45 0 903 0 469 1018 354 27816 I 20 0 1208 0 469 1296 885 50 0 987 0 469 1093 354 34340 25 0 1418 0 469 1494 885 I 30 5 0 347 0 469 583 531 343 30 0 1628 0 469 1694 885 I 10 0V725 73 0 469 666 531 i 35 0 1838 0 469 1897 885 15 099 0 469 761 531 40 0 2048 0 469 2101 885 �✓ 20 0 0 469 863 531 45 0 2258 0 469 2306 885 34340 25 051469 972 531 50 0 2469 0 469 2513 885 343 30 077 0 469 1084 531 60 5 0 694 0 469 838 1062 11'- 35 0 1103 0 469 1199 531 10 0 946 0 469. 1056 1062 40 0 1229 0 469 1315 531 15 0 1198 0 4691287 1062 45 0 1355 0 469 1434 531 20 0 1450 0 469 1524 1062 50 0 1481 0 469 1553 551 34340 1 25 0 1702 0 146941765 1062 40 5 0 463 0 469 659 708 343 30 0 1954 0 469.2009 1062 10 0 630 0 469 785 708 35 0 2206 0 4692255 1062 15 0 799 0 469 926 708 40 0 2458 0 2502 1062 ' 20 0 967 0 469 1075 708 45 0 2710 0 .469 469 2750 1062 -�' �' 25 0 1135 0 469 1228 708 50 0 2962 0 469 2999 1-0-621 34340 MMETAL • WELD MSPECIALTIESZd REFERENCE COLUMN 55 - 100' HAGL Pwl= W X WIND X HEIGHT 17'-6" `Pw2 - V X WIND X HEIGHT •17'-6" coL. WIN> D= o-ToRsior4 Fu�.� , 14 X 48 BACK TO BACK Mwl - Pw1 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl - Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 MDL m Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb a Mwlz+ MDL10R Mw2 + MDL (GREATER NUMBER) Mt m Mwl - SHT T-1 Mb HAGL AIXAL LOAD _ Mb CAP HEIGHT ABOVE GROUND LEVEL NEGLECTED DL DEFL JOB TITLE — If %4 4�j 0 JOB No. OF—� CALCULATED BY DATE CHECKED BY '------- � DATE SCALE + (Mt Mt CAP I4 FOR 1" DEFLECTION ----� MMETAL •WELD MSPECIALTIES'= REFERENCE COLUMN 5' - S0' HAGL 14 X 4820' V JOB TITLE - -20 C //1 !4 ��� a 4 JOB NO. SSHT.�� OF�rTGJ_/ - CALCULATED BY CHECKED BY DATE SCALE Pwl W X WIND X HEIGHT 17'-6" Mwl — Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL e Pdl X TORSION LENGTH/2 (.AT GROUND LEVEL) O WIN D r— r\ p= o Mb m Mwl2+'MDL20R Mw2 + MDL V9(GREATER NUMBER) ' Flt L LO 1�1 �(D I Mt – Mwl - SHT T-1 Mb + (Mt )2< 1 LAS Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL e HEIGHT ABOVE GROUND LEVEL /,I4 FOR 1" DEFLECTION .I I IDL DEFL If 5 3 ❑0 MMETAL •WELD WSPECIALTIES= COLUMN 55 - 100' HALL 14 X 48 20' V JOB TITLE ,;20C 144(3 U t� JOB N0. SHT. / OF CALCULATED BY i4G DATE2' �/'- CHECKED BY DATE SCALE Pwl- W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HALL + HEIGHT) •17'-6" (AT GROUND LEVEL) 2 MDL m Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) ' O2 ►,cl I N D - Mb Mwl?+ MDL20R Mw2 +MDL �- D (GREATER NUMBER) FULL Oj,�l (�(D Mt - Mwl - SHT T-1 Mb + (Mt T LA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL m HEIGHT ABOVE GROUND LEVEL �.I4 FOR 1" DEFLECTI, DEFL i Q�•�7 JOB TITLE METAL • E L JOB NO. SNT. / OF ' CALCULATED BY � DATE SPECIALTIESCHECKED BY DATE SCALE ' REFERENCE COLUMN 5' - 50' HALL 14 X 48 30' V Pwl e W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 = V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) O bbl N D Mb e Mwl?+ MDL? OR Mw2 + MDL P -s, o N(GREATER NUMBER) PULA-PLS Mt m Mwl - SHT T-1 Mb + (Mt f < 1 Mb CAP Mt CAP HAGL - HEIGHT ABOVE GROUND LEVELL AL LOAD -NEGLECTED T/.-- MMETAL • WELD MSPECIALTIES-'j ncrcncrvt,c COLUMN 551 r Pwl o W X WIND'X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 e V X WIND X HEIGHT Mwl m Pw2 X (H&GL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 JOB TITLE 30(fl 46 50 JOB N0. SHT.. / OF / p CALCULATED BY �V DATE CHECKED BY��- DATE SCALE MDL — Pdl X TORSION LENGTH/2 O �IN D (AT GROUND LEVEL) Mb VMW12+ MDL?OR Mw2 + MDL "( (GREATER NUMBER) F111.L Mt = Mwl - SHT T-1 Kb + (Mt )2< 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL - HEIGHT ABOVE GROUND LEVEL �I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2. L Mb DL DEFL��,4 t I4 WIND HAGL Id Mwl w2 DL Mb DEFL lMt' 20 55 0 1071 66 514 1188 318 45538 40 80 0 298 1863 514 3027 636 60 1155 72 126 54195 85 315 1968 3193 65 1239 774 134 .63603 90' 3319 20731 3359 70 1323 827_141 73765 95 348 2178. 3525 75 1407 87 149 84679 100 365 2646, 3691 15054 80 1491 93 157 96346 50 55 267 12727 795 4553 85. 1575 984 1657_108765 60 288 1805' 12933 90 1659 103 173 121937 '65 309d 19351 3140 95 1743 1089 1817 135863 70 330d 20671 3348 100 1827 1323 1898 150540 75 3512198 3555 30 55 1607 1004_1687 477 45538 80 372 2330 3763 60 1733 1083 1808 85 393d 2460 3971 65 1859 1161_1929 9 414d 2592 4180 70 1985 11241 205 95 4358 2723 4386 75 2111 1319 2173 100 4568 3308 4591 15054 80 2237 1398 2295IT 60 55 3214 2007 3255 954 4553 85 2363.1476 2418_'rlz: 60 3466 2165 3504 90 2489 1556 2542 65 371d 2322 3753 95 2615 1634_2665 70 3970 2480 4003 100 1 2741 1985 2789 150540 75 4222 2637 1253 40 55 2143 11381 2204 636 45538 80 4474 2785 1503 60 2311 1443 2367 85 4726 2952 4754 65 2479 1548 2532 90 497 3110 5006 70 2647 1653 2696 95 523 3267 5255 ff5O54 75 1 1281511758 2862 100 9691 15506 MMETAL a. WELD WSPECIALTIES= RFFFR9Mt-= ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND JOB TITLE - 20 RF 4 JOB NO. SSHT. CALCULATED BY vG DATE �I G CHECKED BY--__, DATE ------- SCALE 0 200 v¢ 1 _ n" Amporsm dim 5' -0" 1 + 4.36h ) WHERE A v 2.34 P P- 25.2 2 LATERAL SOIL: Pall 0 200 A PSF/FT S1 b (CLAY, SANDY CLAY) b0 (SEE BELOW) h- H.A.G.L. BEARING Kuu-# 300 #' 10'-0" + 17.5 (PER GOC TABLE) Pall -.300 PSF/FT (SAND, SILTY SAND) S1 m Pall `2 (3 1.33 26'-0" -Pall m 400 PSF/FT (SANDY GRAVEL) - Pall a 800 PSF/FT (SEDIMENTAPy.ROCK) STRESS IN. d - 4' MAX-FOR'COMPUTINGCSI 31'-0" 24'-0" 20'-0" 3 v¢ 1 _ n" Amporsm dim 5' -0" 29' -0" 22' -6" 8 _ " 6 25 ► _'rn 0 w, 191-61, 4VViF 161-6"22 Kuu-# 300 #' 10'-0" 30'-0" 23'-0" 19'-6" 26'-0" 20'-0" _amu 17'-0" 6" 17'-6" 15'-0" 31'-0" 24'-0" 20'-0" 27'-0" 21'-0" 17'-6" 23'-0" 18'-0" 20'-0" 32'-6" 25'-0" 21'-0" 28'-0" 22'-0" 24'-0" 19'-0" 25'-0" 33'-0" 25'-6" 21'-6" 28'-6" 22'-6" 18'-6" 25'-0" 19'-6" 30'-0" 34'-0" 26'-6" 22'-0" 29'-6". 23'-0" 19'-0" 19'-6" 25'-6" 20'-0'i 35'-0" 35'-0,, 27'-0" 23'-0" 30'-6" 24'-0" 20'-0" 26'-6" 21''-0" 40'-0" 36'-0" 28'-0" 23'-6" 31'-6" 24'-6" 21'-0" 27'-0" 21'-6" 45'-0" 37'-0" 29'-0" 24'-6" 32'-6" 25'-6" 21'-6" 28'-0" 22'-0" 611 ' 55'-0" 39'-6" 31 ' 0 �� 26 0 �� 27 �_ 0 " 23 �, 1-011 40 21 -Off 27,_0„ 35. 6.. 28,_0„ 24._0.. 0 31 0 , 24� 6t' 65 �_ 0 �� 41 �- 6 33 '_ 0 �� 27 6 36 -6 9 0 24 6 3. 25,_0„ 70'-0" 42'-6" 33'-6" 28'-6" 7'-6" 29'-6" 25'-0" 33 _O„ 0 26 0 75'-0" 43'-6" 34'-6" 29'-0" 38'-6" 30'-6" 26'-0" 33'-6" 34'-6" 26'-6'� 80'-0" 44'-6" 35'-6" 30'-0" 39'-0" 31'-0" 26'-6" 35:-6" 27'-6" 85'_011,45'-6" 36'-0" 30'-6" 40'-0" 31'-6" 28'-0" 90'-0" .46'-6" 37'-0" 31'-6" 41'-0" 32'-6" 27'-0" 36 -0" 28'-6" 95'-0" 47'-6" 37'-6" 32'-0" 41'-6" 33'-0" 27'-6" 37'-0" 29'-6" 100'-0" 48'-6" 38'-6" 32'-6" 42'-6" 28'-0" 37'-6" 30'-0" 341-0111299-0" 38'-6" 30'_r.it JOB TITLE - 1 C/— /T `Y' 13 .0 METAL . WELD JOB NO. S�HTr / L OF CALCULATED BY �' ' `� DATE�2 SPECIALTIESz CHECKED BY DATE 'j SCALE RFFFtaFNrc • CUBE FTG WITH REINF. 14 X 48 FF RIB SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BARING P o 400 PSF/FT (SANDY GRAVEL) FORM61A - d - A • (1 + 1+ 4.36h WHERE A 2.34P (PER G3C) 2 A S.b M ' - 469'-k P - (20) h -14 vg, P ( ) __ _ _ t -- ORSID�I -� P2 (40 ) T 50 P(60) LENGTH X WIDTH X DEPTH PI P2 25.2 15.75 33.6 21 42 26.25 4v rz)r 50 PSF 8X5X12 11X5 1/2 X 12 8X5X12 11X5 1/2 X 12 9X5X12 11X5 1 2X12 1 l0X5X12 11X5 1/2X13 2X5' -3"X12 1/2 11X5 1/2X14 2X5' - 3 "X13 1 a 11X5.1 2X15 11X5 1/2X-3 1/2 15 1 60 PSF 1/2 1,/2 2 2 1412 161 15 17 1512 1712 16 18 1/2 L1X5 1/2116. 1/2 11X 5 1 2X19 2 MMETAL •WELD MSPECIALTIESZd r,crcncn�.c CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) PA LATERAL SOIL BEARING P — 400 PSF/FT (SANDY GRAVEL) FORMULA - d = A. (1 + 1+ 4.36h WHERE A — 2.34P (PER CBC) 2 A S.b M — 514''' 26.25 8X8X12 h (Mpc + Mvl/PZ P — (20) 11 12 --_ _ 30 3 15 �_ _ — a Q/W. 44. TACE (60� 12 ..13 1/2 LENGTH X WIDTH X DEPTH 20 JOB TITLE — �CT ,'fC� PA JOB NO. SMT. OF CALCULATED BY ,/ G DATE dj 3 .� `� CHECKED BY DATE 25.•2 SCALE 33.6 ti P, PA 16'.8 10.5 25.•2 '15.75 33.6 21 42 26.25 HAUL LU -PSF ' 30 PSF 40 PSF 50 PSF 60 PSF 5 X8X11 8X8Xll 1/2 8X8X12 10 11 12 .13 . 15 112 —.12 12 ..13 1/2 20 12 13 1'14 25 818X10 12 13 1/2 14 1/2 30 12 1/2 14 15 1/2 35 12 1/2 14 1/2 16 40 13 .15 17 . 45 13 12 15 1/2 8X8X18 50 14 16 1/2 8X8X18 1/2 55 14 1 2 17 919X18 60 15 8X8117 1/2 919X18 1/2 65 15 1/2 818X18 70 16 75 16 1/2 80 16 1 2 85 17 90 17 11T 95 18 100 18 1/2 MMETAL a. WELD MSPECIALTIES-'j REFERENCE 5= 'T(DI4"Dz 32. D, JOB TITLE P I GDA C' 17 l ' JOB N0. SHT. M- ( OF - CALCULATED (iY DATE CHECKED eY DATE " t SCALE I WHER& D, -- 0.0. 'Tz 'SD 6 = .7Z F� (I F °/r . 3500/F�) p F b - ?. r +-`�"F ( IF 13000 > 'Vr > 3300/F i D ; ;:Mb cAP ? 5 X F6x �.33F STRESS I,uCREI�SE) '. •Fv = • �'F IP (0575 VD�� OR Fy V3 23800 l�booi FY = 7'f+E LAP GER. or-)•. . _ a 657s f ' q9 4_ l C o � � � F �T i F 11; (y°)ys hN o F.�2/s MtCAP a (2I) ^ �- (STF�655 N CREASE) /2)12 x1.3_ DIA WALL Fy• s I Fb Mb CAP FV Mt CAP L max- WT/FT. :in in ksi- in3 in4 ksi ft •k ksi 'ft k ft #/ft• '30 0.250 35 17:.3 2585 19.5 372.8 14.0 534.8 45.4. 79.5•r 30 0.281 35 193.1 2897 20.2 432.4 14.0 599.3 60.7 89..3' .;. 30 0.312 35 213.8 3206 20.9 494.8. 14.0. .603.3 78.9 99:H 30 0.344 35 234.9 3524 25.2 656.1. 14.0 729.0 UNLTD 109.1' 30 0.375 35 255.3 3829 25.2 713.0 14.0 792.3 UNLTD 118.8) 30 0.406 35 275.5 4133 25.2 769.6 14.0 855.1 UNLTD 128.5 ''30 0.438 35 296.3 4445 25.2 827.6 14.0' '919.5 UNLTD 138.4• .•30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0'.500 35 336.1 5042 25.2 938.9 14.0 1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9 -•30 0.625 35 414.9 6224 25.2 1158.9 14.0 12?7.7 UNLTD 196.3_ 30 0.656 35 434.2 6512 25.2 1212.6 14.0 13J7.3 UNLTD 205..8. . 30 0.688 35 45;:.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• 30 0.750 .35 491.7 7375 25.2 1373.3 14.0 15;5.9 UNLTD 23.4.6 30 0.875 35 566.5 8497 25.2 1582.1 14,0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1983.8. J UNLTD 310.1 ' mmETAL • WELD WSPECIALTIES= REFERENCE t•'(, d F-1 Edi JOB TITLE - 'P lPty.' C -4f A,- C, IT I �C J00 NO._ SHT. M-1 OFA' CALCULATED UY S DATE CHECKED BY� DATE = SCALE in4 ks i '36' C A•P/s• G ! ,r I E S 'Ffl rL_ 'P t P'1✓ S . . '5- 3r(D,4-DZ ) INHERE DI3Z D1 DZ 1.0. 'tF6 .7?. F� (I F D/r .4: 33 oo/FI � 13000 > '!/r > 3300I rj ,MbcAP= SxFbX1.33,C t; STRE59 II•ICREASE) • 12 D 657.5 qq F�I F 3 FN = rff� 6 LARGER:•oF• 23flOo 11 boo )- .-,. per•. / D 97S q94• l YL -16 °/r ° /T)3�? /T' % F�4/s D) AND MtCAP ' F:y(2I) X'•��_C5TP F.5S IACREASE) r 0/2) 12 'DIA WALL 'in Fy S I Fb ft k in ks i in_; in4 ks i '36' 0.250 35 249.; 448'6- 18.6 36 0.281 35 279.4: 5029 19.2 :36. .0.312 35 309.9• 5569 19.7.. i36 0.344 35 340.x: 6124 ^0.3 !36- •'0.375 35 369.9. 6659 20.9 :36' 0.406 ' 35 399..!• 7191 25.2 36' 0.438 35 429.E: 7737 25.2 .36• . 0.46.9 35. 459..2 8263 25.2 36 0.500 35 488.1 8786. 25.2 .;36, 0.562 35 545'.£ 9825 25.2 .'36, 0.625 35 603.L• 10868 25.2 �36 0.65.6 35 632.1 11378 25.2 .36 136 0.688 35 661.2 11901 25.2 .0'.750 35 717.0 12906 23.2 136: 0.875 35 827..8 14900 2'5.2 !36 1..0.00_._35 936.2 -_16851 25.2 Mb CAP Fv Mt ' -CAP L max' WT/FT ft k ks i ft k ft #/ft 513.7' 14.0 773.4. •34.5 95.6 593.5 14.0 .867.1 46.2 107.3 676.9. 14.0 960..2 60.0 ..119.1 766.5 14.0 10=5.9 76.6 131.1 t 033,5 ,14.0 1148.0 95.1 142.8 .1115.8 14.0 1239..7 UNLTD 154.5 1200.5 '14.0 133.3.9 ' UNLTD 166.5 1282.1 14.0 142.4.6 UNLTD 178.2 1363.3, 14.0 .1514.8 -UNLTD 189.8 1524.4 14.0. '1693.8 UNLTD 212.9-«- 1686,.4 14.0 1873.8- UNLTD 236.4. 1765.5 14.0 1961.6.*UNLTD UNLTD 247.9 1846.6 14.0 205.1.8 UNLTD 259.8 ' 2002.6 14.0 2225.1 -UNLTD 282.7 2312.0 14.0 25f8.9 :.UNLTD 328.6 2614.7 14.0 292L5.2 UNLTD •374.2 METAL� WELD' CALCUUITEO [JY �} DATE n•_��` y!/ "'' . . • CHECKED OY' • DATE �_,,,,• InUSPECIALTIES2j. SCALE REFERENCE G 1 1' Is s 'FO r�. •P I P,5a • 4 310, Dz= 1. 0. :S= SO ;Fb = .72 Fj (I F °/r 3300,/ F b = F4 (I = 13.00�> c�r > 330% 6 r,?_ r �,_ �, o• STRESS 111CMEASE) Mb CAP SxFbx1.33'l . .FvD oR 94 -_ 1 = :�{- F� (11:r�r < � ,FY = Tf+E CA R G EFZ or -)r 23800 o 11 boo. k -3/2- CIF 'DST i q 9 D �D-/-T F AN D 114CREASE) �.3',,e-CSTRE55 7/2) 12 tDIA WALL Fy ;; I Fb Mb CAP Fv Mt CAP L max WT/FT yin in ksi in3 in4 ksi ft k ksi ft k ft #/ft' '40 '40 •0.312 35 38:3.0 7660 19.2 813.5 14.0 1188.5 51.3 '132.4 0.344 35 421.3 8425 19.7 919.5. 14.0 1307.3 65.4. 145.9 '40 0.375 35 453.2 9163 20.2 1026.0 14.0 1421.8 81.2 158.9 140 0.406 •35 49.1.9 9897 20.7 1136.4 3.4.0 1535.7 99.0 171.9 ".40 0.438 35 532.6 10652 25.2 1487.5 2.4.0 1652.8 UNLTD 185 .•3 • 140 `40 0.469 35 569.0 11379 25.2 1589.1 1.4.0 1765.7 UNLTD 198.2' . 0.500 35 605.1 12103 25.2 1690.2 1.4.0 1876.0 UNLTD 211.2 40 0.562 35 67'7.0 13540 25.2 1890.9 3.4.0 210T.0 UNLTD 237.0 40 0.625 35 749.3 14987 25.2 2092.9 1.4.0 • 2325.5 UNLTD 263.1.' 40 0.688 .35 821.0 16419 25.2 2293.0 3.4.0 2547.7 'UNLTD 289.2 .40 0.750 35 8913.8 17816 25.2 2487.9 14.0 2764.4 UNLTD 314.'7- 40 0.875 35 1029.5 20590 25.2 2875.3 ;4.0 319J.8 UNLTD 366.0 40 1.000 35 11G';-.5 23310 25.2 3255.2 14.0 361§.9 -UNLTD 417.0. MMETALal GELD SPECIALTIES= J��,,._E , � :.�_�•, ___., + �___ J0D N0. - SNT. M - I OF CALCULATED p1'_ S 4� DATE �T DATE CNECXED or, DATE SCALE REFERENCE ` l E S FO t2. 'P t PES Ci0 L. u F-� �,4 . ?_ ii(D,4_0LA') \gHER1z D, = 0.0, 'r ' Fbz .72 •Fj QF •. D/7.1c 3300lly �. r;d- ( jr- X300*> .°/,- > 3300, •Fb=• _ r' • ' (5(FE55 114 CIMEA58) ,Mb CAP'" 5 x X0575 R 94 d <7RE LARGED OF) 23800 ►l.bool oto ( p 6575 /T' i q9 4' D/r)s/z `3F ANo GS5 19CREASE) O/2) 12 1,33/-CSTF •DIA • WALL Fy s I Fb Mb CAP Fv Mt CTAP L max :WT/FT .` :in in ksi. in3• in4 ksi- ft k ksi ft k ft/ft �42 0.259 •35 348.2 7145 17.9 676.5• .14.8 1855.8 27.4 111.6. 42 9.312 35 422.7 8877 18.9 886.3 :14.8 131?.8 47.6 139.1 �42 0.3.44 465.0-.9765 I9 .4 L4.8 - 144:3.1 69.8 153.2`) -.35._. 42 9.37.5 .35 ' 505.8 18622 _1001.9 19.9 1116.2 .14.9 1569'. 6 75:4- 166.9 42 9.486 35 546.4 11474 .29.4 1235,3 L4.0 169`i.6 92.8 188.6 '42 ,8.438'' 35 588.1 12358 29.9 1362.5 L4.9 1825.1 111.2 194.6 ,;42 : 8.469 35 628.3 13195 25.2 1754.9 L4.0 1949,9 UNLTD 288.3.x. '• 42 6.580 35 _ 668.'x 14836 25.2 1866.8 L4.0. 2974.2 UNLTD 221.9' .'• 42 9.562' 35 747.9 15796 25.2 2888.9 14.0 2321.6 UNLTD 249'.9.:.', .42. 9.625 35 828.0, 17388 25.2 2312.6 14.0 2589.6 UNLTD 276.5' 42 0.688 35 907.4 19854 25.2 2534.2: 14.0 2815.8 UNLTD. 303.9. " 42 9.750 •35' 984.7 20679 25.2 2750.4 14.0 3055.9 UNLTD 330.8 .42 0.875 35 1138.6 23910 25.2 3180.0 • 14.0 353:3.4 UNLTD 384.7 42 1.909' 35 1289•.6 27081 25.2 3681.8 14.8 4002.8 UNLTD 438.4 MMETAL nVELD NEI MSPECIALTIESz' COVER SHEET _ 1449 SIZE OF SIGN: 14 X L—qf>— HAGL: 57-1-00' WIND LOAD: ALLOWABLE SOIL PRESSURE: 4-0O I -s- PLAN REVIEW AP.PROVAL STRUCTURE DESIGN: JAN 0 6 2004 CENTER MOUNT UNNARtPETERSEN POWERS ASSOCIATES � PARTIAL FLAG (col..loc. ) �._ FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V -BUILD ANGLE OR 3 0 FEET (MAX. NING) BACK TO BACK OR SINGLE FACE FOOTING DESIGN: 'ROUND '�Orz 70013 -OC) d oo PsfiF� SOIL_) x SQUARE SPREAD SPECIAL CONDITIONS: 11, VALID ONLY LIVET SEA C 61570 EXP. 06-30-05 T. �F �F C Ai �F,y If \ .. lip ti ` TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS -1 HEAD DESIGN - - - - - - _ _ - _ _ H-1 -7-4 m -o µ-'s TORSION DESIGN - - -� .r 1tECkIVEI)- _ - T_j -74 COLUMN DESIGN- - - - - - - - - - - - - - - - - C - ( 1 1 2003 FOUNDATION DESIGN - - - - DEC - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART -- - - - - - M-1 0aoS(A)-oo r-% MMETAL •WELD MS'PECIALTIESZ JOB TITLE t 4'} 4-'S G-1 JOB NO. SHT GS- f_ OF CALCULATED BY fo CHECKED BY DATE SCALE r REFERENCE P> -t t act CA -i L_o ., n CRITERIA SPECIFICATION CODE. Soo I G r::! Cl STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-538, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS T SPREAD FTG. ALLOWABLE BEARING PRESSURE PSI SEE SOIL REPORT OF UBC TABLE NO. IB -t -q ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 4-0 n PSF/FT SEE SOIL REPORT OR C43C TABLE NO. 16-1-A Zp0 p g f/, A41744. DESIGN LOADING GT0 re- O 2� WIND = 3.O PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND -STAGNATION PRESSURE AT 30'-0" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 1 70 75 80 1 90 100 1 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 1 32.9 40.5 49.0 - 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 - 30 123 21.7 1 25.0 282 35.8 44.1 53.4 - 40 1.31 23.1 26.8 30.1 38.1 47.0 56.9 '.60 1.43 25.2 29.0 32.8 41.6 512 62.0 80 1.53 27.0 31.1 35.1 44.6 54.8 66.4 MMETAL •WELD MSPECIALTIESO ncrc-MQN .0 HEAD DESIGN FRONT CATWALK JOB TITLE FC d -71 A JOB NO. SSHf�T. OF CALCULATED BY �3 0& C DATE CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB) - 720# (4 MEN) <7:�200 - 800# (4 MEN/LEDGER) 1.L D.L. STRINGERS - 5.8 X 2 11.6 PLF i GRATING - 3.14 X 3 9.42.PLF CONN & MISC 2.58 23.6 PLF PLF GRATING - SPAN 3'-0" USE AMICO EXPANDED METAL GRATING CAP - CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) Mmax -'23.6 X 14g' + 20 X 3'X le - 578.2 + 1470- 2048 -�2 -,1024 8 8 USE 4 X 3 X 1/4 LL.V. Fb 1.024 X 12 - 12.29 KSI (S - 1.0 IN ) 1.0 C4 MEN LEDGER P•- (23.6 X 12) + 800 - 1083.2 (12'TRIB)r M 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) - 3.331-' MIN. FLANGE - 3.24/2 X 3 - .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP = 10I-" > 3.33'-K CONNECTION bESIGN PER AISC HANGER TYPE CONNECTION Mmax [.02'.(3) 12 + .0236 X 12] X 4 + .009 X 5.5 _ /2 - 4.149 K (12' TRIB) P - 4.149'-K /1.28 - 3.24K /ANGLE 3 X 3 X 1/4 X 4 3/4- 1 3/4" GAGE WP.- 3.24/4.75 - .682 KLF�,--,.65 KLF PREL. SELECTION TABLE b - 1 3/4" - 1/4 - 1. 1/2" a -3 - 1 3/4 - 1.25" b' - 1.5 - .625 .875" a' - 1.5 + .625 - 2.125" a'•+ b' - 3" p 4.75/2 - 2.375" d' - .625" m 1 - (.625 / 2.375) _ .7368 M - [2.375 (•.25)� X 36]/8 = .668 a (3.24/2 X 1.5 / .6681)-1] / .7368 - 3.58 Bc - 1.62 (1+\1 + ?736368 8.) C 2.875) - 1.90 KIPS FLANGE b8 X 1.90 X 2.125 X .8751)1/2 - .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0 >. 10% OVERSTRESS USE <3 X 3•X1/4 X 4 3/4 LONG W/ 1/2" DIAMETER A307 BOLTS VeII a 29. TAII - 3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS 41 UMMETAL•WELD WSPECIALTIES= HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLEG �,,-��jjI , JOB NO. SHT I I - 2- OFA_ CALCULATED BYy � v DATE CHECKED BY DATE SCALE DESIGN LOAD L.L. - 20 PSF X 2 X 12 (MAX TRIB) - 480# ( 2 MEN) <--200 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 - 11.6 PLF GRATE 2 X 2 - (ACT 1.87) 4.0 PLF .MISC. - 1.6 PLF 17.2 PLF GRATING SPAN 2' - 0" USE AMICO 1.87# GRIPMESH EXPANDED METAL - CAP - CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE i<-4 X 3 X 1/4 (MAX 10-' SPAN) MAX - 17.2 X 10 a + 20 X 2 X 14a = 1230' - #/2 - 630' /STRINGER 8 8 Fb - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) LEDGER P - (17.2 X 12) + (20 X 12) - 446.4# M - .45 (1.0 + .5) + .009 .(2.5' /2) 703 trK USE FW6X9 UNSUP LGHT 2'-6" Mcap - ll'-" > .703 "K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12] X 2.5 + .009 X.2.5' /2 - 1.7441..4 (12' TRIB) P - 1.744 X 12/9.375 - 2.23 K WP - 2'.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE < X 1 4 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER AISC HANGER CONNECTION 2.23'/ 2 BOLT / 3" - .37K / INCH USE 3/16" FLANGE CAPS .61 K /IN MMETAL •WELD MSPECIALTIESZd ITRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS JOB TITLE cO 1 V I,4�j JOB N0. SHT. OF CALCULATED BY A DATE4tzis CHECKED BY DATE SCALE PL. DESIGN CRITERIA 14 X 48 CHORD ANGLE CHORD SIZE BOAT SHBAR PER BOLT TUPEN BOLT A325 MAX. TRIB AREA - 8'-0" 20 6.3 13.2 L2 1/2X2 1/2X 1/4 MAX. UNBRACED LENGTH 30 4.7 13 L3 X 3 X 1/4 CANT. LENGTH 14' - 0'- 40 6.3 J L3 X 3 X 1/4 TRIB LENGTH OF TOP STRINGER a 50 7.8 10.8 *L3 X 3 X 1/4 WIND_ 2 1/2' 3' 3 1/2' 41'4 1/2' 5' *L3 X 3 X 1/4 20 26" 21" 18" . 16" 14" 131' 30 26" 21" 18" 16" 14-' 13" 40 20" 16" 13 1/2" 12" 10 1/2" 101,HI 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" N 60 13" 10 1/2" 9" 8" 7" 6 1/21' _T H2 Hl X 2 L 3_X_2 X 1 /4 .59 IN BOLTS - S - .58 IN3 A325N i A - rx m 1.44 IN' 1/2" DIAMETER m 1.33 X 4.1 - 5.4� .93 IN 5/5" DIAMETER - 6.4 X 1.33 - 8.5K PL. WIND CHORD ANGLE CHORD SIZE BOAT SHBAR PER BOLT TUPEN BOLT A325 FA FB 5/8" 20 6.3 13.2 L2 1/2X2 1/2X 1/4 3.5 1/2" 30 4.7 13 L3 X 3 X 1/4 4.2 1/211. 40 6.3 17•.4 L3 X 3 X 1/4 4.9 5/8-1 50 7.8 10.8 *L3 X 3 X 1/4 5.7 5/81- 60 19.4 13 *L3 X 3 X 1/4 6.4 SQA" PL. MIN THICK WELD 1/2" 1/4" 5/81' 1/411 5/8" 1/4". 3/4" 5/16" 3 4" 1 3/8" CHORD AT BOTTON OF TRUSS 4,( G(ZOSS CE - l� AXIAL - M a P� X d fa M/3.5 X A } BENDING - TRUSS STRGR Mmax - WIND X SPG X SPCG X SPAN 1� fb - Mmax X 12/5 6 COMBINDED - fa + f}� ("O e Jp - fa (1- fa) (fb) < 1.33 ON L`( N F' e'%� 21.6 KSI 16.33 KSI 70 KSI L3X3X1/4 L3X3X1/4 CONNECTION �L'rs (x 5:2 S)_� BOLTS m SHEAR a M/3.5 X 3 BOLTS + DL/3 X 2 TY N PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) WELDING SHEAR m Mmax X 12/10" X 9 X 2 X 1.33 20� Q TOQSliJ'v-' MMETAL •WELD MSPECIALTIES'REF RENEE= 1 14 X 48 6 UPRIGHTS CONN. CMJ FF , SFS a'L DF JOB TITLE - (:-z,-, .J..J I.44 J - JOB HO. SHT.�OF CALCULATED BY DATE CHECKED BY DATE SCALE DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 141-0- "a" To BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax e (30 PSF WIND) X 8 X 142 /2 e 23.52'_K/2 - 11.761-K/UPRIGHT (40 PSF WIND) W6 X 9 e 15.671-K (50 PSF WIND) W8 X 10 a 19.59'-"- (60 PSF WIND) W12 X 14 23.52''" (20 PSF WIND) 12 a 7.84''1' SINGLE FACE OR "V" BUILD 3.6/8 32 Mmax (30 PSF•WIND) X 8 X 142 /2 0 23.52' -"/UPRIGHT '18 (40 (50 PSF.WIND) PSF WIND) 31.34-K 39.18'-K SEE MIN. FLANGE THICK. (60 PSF WIND) 47.04'-k IN CONN. BELOW OR 1/4" GUSSETS (20 PSF WIND) 15.68''' 0 PSF LENGTH" UPRIGHTS4'. 8' 5' / 1/3 W6 X 9 14.6 13.3 TRESS W8 X 10 21 18 NCREASE W12 X 14 36.7 34.3 6' 7' 8' 9' 10' 11' FULL FLAG, DOUBLE 13.3 12.7 11.3 10 8.7 8 16.7 15.3 14 12 10 - 3.6/8 32 28.7 25.3 22 '18 - 89.3 81.7 81.7 81.7 75.3 70.7 3/16 CONNECTION -"q wiz X 26 89.3 189.3 - AISC WEB STIFF CENTER MOUNT, DESIGN FULL FLAG, DOUBLE FACE op- SIN&: 5_ �QC� FOR 51!QGL.E UPRIGHTS Mmax X 12 e 2T 20" ( + 2T 24" ) ( ) .Morax m MDL + Mt,.l IN D IND T F� TENSION �N THICK SHEAR/BOLT TOTAL 3.6/8 v .45K NEGLIBLE - A I SCLLPRI(owT a Mlf`I. sEE - AISC WEB STIFF ..,Y4 A307 FLANGE �-3 W/ WEB IND T W 1 3 INCR 1 �N a Mlf`I. HANGER DESIGN BOLTS AISC WEB STIFF ..,Y4 A307 FLANGE W/ WEB IND T W 1 3 INCR 1 3 INCR THICK J 20 PSF 2.8 1/2",d>4 X 1.33 1/4"� 3/16" 0 j 30 PSF 4.2 1/2"cp 4 X 1.33 1/4 f� 3/16 + - 0 PSF 5.6 1/2" � 8.7 X 1.33,- 5/16 f 1/4 x 0 PSF 7.0 1/2"� 8.7 X 1.33• 5/16 �, 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 -'ylEg , `• INSTEAD USE 5/8°,P- A307 A 2.51 30�-rS WELD TORSION VOL.- 1.9"- Vki,4p e 561< 1.9-+ 56 K a 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD L;s�X MAX CONNECTION 60 PSF 0 MMETAL •WELD MSPECIALTIESZd 4 X 48 6 UPRIGHTS CONN. CMJ FF. -.DF DESIGN CRITERIA - 14 X 48 MAX TRIG. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED._LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE ( V 14 45 rbc -JOB NO. S/.Z� HT.OF CALCULATED BY f'` G DATE CHECKED BY DATE ��- SCALE Mmax - (30 PSF WIND) X.8 X 142 /2 a 23.521-K /2 - 11.76.1-K /UPRIGHT (40 PSF WIND) e 15.671-"- PSF (50 PSF WIND) - 19.591 9.591'k(60 -l - (60 PS. WIND) e 23.521 3.521 -k- -k(20 (20 PSF WIND) e 7.84" 13.3 E FACE 0_R "V" BUILD Morax o (30 PSF WIND) X 8 X 142 /2 0 23.52''- /UPRIGHT (40 PSF WIND) 31.34'-"- SEE MIN. FLANGE THICK. (50 PSF WIND) 39.181-"- IN CONN. BELOW OR (60 PSF WIND) 47.041-"- 1/4" GUSSETS - (20 PSF WIND) 15.68'- NBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2 4 X 1.33 3/16 LENGTH r. UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' J 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 -18 W12 X 26 89.3 89.3 89.3 1 81.7 1 81.7 1 81.7 75.3 1 70.7 lIUV LVQkj11ULV CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 0 2T (20").+ 2T(24") Mmax =•MDL + Mwiw n TENSION 2 SHEAR/BOLT o 3..6/8 0 .45K NEGLIBLE TOTAL ��sG ,;�I r s=Lls,rle� GER DESIGN ISC WEB STIFF IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 .�- INSTEAD USE 5/d'4)- A307 WELD TORSION VDD- 1.9K VWigC)- 56' 1.9"+ 56K a 57.9"- / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF m IREFERENCE 14 X 48 6 UPRIGHTS CONN, CM. FF. V -BUILD DESIGN CRITERIA 14 X 48 JOS TITLE 8'-0" JOB NO, CALCULATED 81,- SHHT•. J �. ! OF _-• }' �OATE 3 1 � (� CHECKED ITY DATE SCALE X 8 X 142 /2-m 23.521-' MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN A307 INCR MAX UNBRACED LENGTH - COMPRESSION FLANGE X 8 X 142 /2-m 23.521-' CANT. LENGTH 14'-0" PSF WIND) BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS (50 PSF Mmax - (30 PSF WIND) X 8 X 142 /2 m 23.52'_'/2 =:11-.7.61--x /UPRIGHT PSF (40 PSF WIND) Q 15'.67 (20 (50 PSF WIND) m 19.59 11.3 (60 PSF WIND} 23.52 1.33 5/16 (20 PSF WIND) m 7.84* SINGLE FACE OR "V" BUILD BOLTS W 1 3 A307 INCR Mmax - (30 PSF WIND) X 8 X 142 /2-m 23.521-' /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" -GUSSETS (20 PSF WIND) 15.68 11.3 UNBRACED • CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M VL. + Mw)'X 12 a 2T'(20") + 2T (24") SHEAR/BOLT . 3.6/8 - .45k NEGLIBLE uP�-1(�4 fT -(v TOTAL Mm&yr MpL + Mwind ASIC HANGER DESIGN CAISC WEB STIFF ' T BOLTS W 1 3 A307 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 LENGTH UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' PSF W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 1.33 5/16 STRESS W8 X 10 21 18 16-.7 15.3 14 12 '. 10 INCREASE W12 X 14 36.7 •34,.3 32 28.7 25.3 22 18 - - W12 X 26 89.3. 89.3 89.3 81,7' 81.7 81.7 75,3 70.7• CO NNECTION WIND ' T BOLTS W 1 3 A307 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2" X 1.33 1/4 3/16 40 PSF 5.6 1/2" 8.7 X 1.33 5/16 1/4 50 PSF 7.0 1/2' 8,7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 SPPE'CIP,�P- 214' MSX• �Al�� REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTU 14'-0" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE JOB NO. SHT. J OF CALCULATED BY DATE 3 ,? •�"/� CHECKED BY DATE SCALE Mmax m (30 PSF WIND) X 8 X 142 /2 - 23.52/^K/2.- 11.76.'-J'/UPRIGHT (40 PSF WIND) -.15.67 (50 PSF WIND) - 191.59 (60 PSF-WIN D) = 23'.52 (20 PSF WIND} = 7.84 SINGLE FACE OR "V" BUILD Mmax - (30 PSF WIND) X 8 X 14¢ /2 m 23.52' -'/'UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. .(50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 UNBRACED- PSF 1.6 1/2"d 4 X 1.33 .I 30 LENGTH UPRIGHTS 4( 5 6' 7' 8' 1 9' 10' 11' W/ 1/3 ''t W6 X 9: 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 - INCREASE W12 X -14' 36.7 34.3 32 28.7 25.3 2.2 18 - W12 X 26 89.3 -89.3 89.3 81.7 81.7 81.7 75.3• 70.7 �ulvlv>;�Llua CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M p& Mw X 12 - 2T (2011) + 2T (2411) 2 - SHEAR/BOLT a 3.6/8 = .45K NEGLIBLE s TOTAL Mmax= M TTTITII .I T I. BOLTS A307 FLANGE^W/ NN I 20 PSF 1.6 1/2"d 4 X 1.33 .I 30 PSF 2.4 X 1.33 40 PSF 3.1 X 1.33 50 PSF 0 X 1.33 60 P5F 4.7 X 1.33 sPf��fz F -5164. MIN. fa,o I,TS - 2'/41 Mix • e,,A(� 3/16 1/4 1/4 5/16 5/16 %SAI S C (, HANGER CONNECTION -f- Mwind WEB I 3/16 3/16 AISC WEB STIFF MMETAL w -VELD SPECIALTIES,jz REFERENCE L 3 X 3 X 1/4 STRINGER JOB TITLE �� 3 60 PSF WIND MAX. SPAN OR JOB NO._ SH t OF CALCULATED BYJ=C DATE 0 /� • �% CHECKED BY ---- DATE SCALE TRIB AREA DESIGN CRITERIA ,a Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPAN•' (FEET) r BIAXIAL BENDING m WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4. S - .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND MAX. SPAN OR MAX. MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING FT TRIB AREA SPACING(FT),TRIB AREA SPACING 'FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 "2.87 r. 11 4.56 11 2.28 11 2.87 12 3.83 12 2.28 12 2.87 13 L 3.26 ., 13 2.28 13 2.87 8 9 10 11 12 13 14 5.75 4.54 3.68 3.04 3.04 3.04 3.04 8 9 10 11 12 13 14 3.45 2.73 2.73 2.73 2.73 2.73 2.73 MMETAL •WELD MSPECIALTIESZ REFERENCE PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE JOB NO. SHT P - ✓ OF CALCULATED BY Y �f-- DATE L CHECKED BY DATE SCALE SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 -. 507 35' STRINGER 4 X 4 X .9 X 8- 157 .i26- - (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2 X 17.2) 8 - 464 + .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2..5) - 95 W12 X 22 61 40 - - .20 .65 - - - - W12 26 89 74 1 56 - .15 .49 - - - 1451# AolkQ SEE SHEET H3 Mmax ONE UPRIGHT W12 X 35 121 110 104 - .11 .35 - - - - I-1< M� - MWI�Ip MI -le M I 9.1 � 50 5.8 6.6 7.4 1 3 8 39 14855 ' 62 I 69 I 77 I 47t56 63 .� 70 W 77 85 --� NOTE: CONNECTION BELOW FOR MIN. FLANGE ,ECTION THICKNESS - IF LESS USE 1/4" GUSSETS 0 BEAM UNBRACED 5' 10' IT 1 15' D. 5' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 20 1 - .05 .35 - - - - - M aL / CANT P, DL - P(CANT X 12)3 3(29,500) Ie'M P-= INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 X 22 61 40 - - .20 .65 - - - - W12 26 89 74 1 56 - .15 .49 - - - - W12 X 30.103 94 68 - .13 .42 4,8 1 W12 X 35 121 110 104 - .11 .35 - - - - W12 X 40 137 126 126 - .10 .33 .75 - - - s'PR�L�D�IL CONNECTION CENTER MOUNT, FULL FLAG V -BUILD S 6E A30VE FeR. SIZE, ^� MT - 2 T (23/12) + 2T (27/12) - MT /8.33 - TENSION BOLT BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 - 1.58K/BOLT FSA-ti1bE T+4ICk t:: lJ W (5 ") pr-,? H,dA ss12- CONN. D�SI�N RISC. 6oi-TS 3 BOL -T5, (0 TOTAL-) we -5 loll'o -roRslar! WIND T- B F T BF T B I F T B F T B I F T B F 20 3 1/2 1_/4 3.8172+5 16 4.7 1/25/16 5.5 .1/2 5/16 6.5 1/215/16 7.3 1/2 3/8 30 4 1 .5/16 4.8 5.6 6.5 1 5/16 7.4 3/8 8.3 40 4,8 1 5.6 6.5 7.3 1 3/8 8.2 I 9.1 � 50 5.8 6.6 7.4 1 3 8 8.3 9.2 10.1 7/16 60 6.T -� W 7.6 � 3 8 8.4 3 8 9.2 � 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT J-/ 4 '4' -1 LiRY - D . b / A I. JJ = I.L. 56 r- /BOLT MMETAL •WELD mSPECIALTIES,j occcr�ru'..- JOB TITLE JOB N0. SHT. �- I OF /I CALCULATED BY a•C DATE CHECKED BY DATE SCALE ION BACK TO BACK CONN. 38 1/2.X 38 1/2 CAP PL 12 BOLTS - A325 a 4 al U�JlKp 14 X 48 - BACK TO BACK �`F 1 PpL. - HEAD WT CM. .406 F.F. .463 ICLO* a p (INCLUDES TORSION). 17' - 6" To ZI.' ho R Pw - WIND LOAD (PSF) 2X HEIGHT Mot. - PoL. (KLF) I (d- (dl + COLO ) ) /2 Mb- Mw� + Mpi 2 & Mw – Pw (KLF) [ (d- (dl + COL) j /2 Mb– Mw.+ Mpg M -r – (HEIGHT -1 1/2) (Pw X (d-(d,+COLA) `O 2 2 COMBINDED LOADING Ml + (Mt )a < 1 °O - M Fb ca -P M+ cep OR 1" E PSF FLECTION rn;n r'�o DEAD LOAD WIND "d" Mw Mw M Lw ycr M �$��r+� 11T' CAP 20 0 354 469 58 114 27814 BOLT 1 1/4 PL FLANGE 1. 5 301 393 495 105 19823 1 1/8 .15/16 7/8 10 233 290 372. 93 11316 • 1 3/4 15 174 211 273 80 — 7 8 11/16 20 123 146 191 67 — 3/4 1 3/4 5/8 �! 24 89 103 136 57 — 1/2 1 3/8 1/2 30 0 531 469 708 171 27814 1 3/8 15/16 5 452 393 599 158 19823 1 1/4 7/8 ! 10 350 290 455 140 11316 11/8 13 16 15 261 211 336 120 — 1 3/4 20 185 146 236 101 — 1 11/16 24 134 103 169 86 — 5/8 1 5/8 9/16 40 0 708 469 849 228 27814 5 602 393 719 210 19823 1 1/2 15/16 10 466 290 549 186 11316 1 1/4 7/8 15 348 211 407 160 -- 1 1/8 16 20 246 146 286 134 — 1 3/4 24 178 103 206 114 — 5/8 1 3/4. 5/8 50 0 885 469 1002 285 __27814 5 753 393 849 263 19823 10 583 290 651 233 11316 1 3/8 7/8' 15 435 211 483 200 — 1 1/4 7/8 20 308 146 1 341 168 -- 1 1/8 13/16 24 223 103 246 143 — 3/4 2 11/16 60 0 1062 469 1161 342 2 814 I 5 904 393 986 316 19823 10 700 290 758 280 11316 1 1/2 15/16 15 522 211 563240 — 1 3 8 7/8 20 370 146 398 202 — 1 1/4 13/16 `'� 24 268 103 287 i 172 — 3 4 3/4 SG�,p DL E i� To g>! O 9 } C 0 L..— BOLTS 1Q MAX T–(Mo,./d� X 6)+M-r/drX 6 V (Mwj /dj /2 X 12)+PwX d/12 2 T–Mwy(MAX)+MoL/d.%X 6 V–PwAX V/12 BOLTS TALL–(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M–T X 3 X 5 t REQ –,/6M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" wron+' ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 JOB TITLE _ i 5 I �* METAL • f 1 E L D JOB NO. SHT i OF Q / - _ CALCULATED BY `T= DATE �2 LIP ESPECIALTIES- CHECKED BY DATE SCALE REFERENCE TORSION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 GoL. Q W10P 14 X 48 - 15' V U1 PpL - HEAD WT CM. .445 KGF F. F. . 502 kL.F ci, d z (INCLUDES TORSION) To(2slOhl P i,, - WIND LOAD (PSF) x Cvr I�I - _HEIGHT MpL.— PDL(KLF) [(d -(di+ COL -+)]2/2 Mb- `Mw1+ MpL 2 OJ,�IND MW, m Pb4 (KLF) [ (d - (d I + COL j) . )]� /2 Mb- Mw, + MpL d a, 4• M -T o (HEIGHT -1 1/2) (Pw X (,d -(di +COLO) 2 COMBINDED LOADING M� + (Mt )2 < 1Kr 0: _ M bc.&P MtiGb.F I �4N FOR 1 DEFLECTION DEAD LOA PSF WIND "d" Mw Mw MD LAM M,NJocAP BOLTCPL FLANGE 20 0 347 38.497 606 113 28825 1 1/4 16 5' 292 33 411 504 105 20136 1 1 $ 7/8 10 226 28 311 384 91 144951 3 4 SG�DDLE To ��Ia 15 167 25 225 280 78 — 7/8 11/16 i 20. 117 21 155 194 66 — 3/4 1 3/4 -5/8 .V3.7 86 18 110 139 56 — 1/2 1 3/8 1/2 30 0 521 57 497 720 170 28825 1 3 8 15 16 Gp �,— 1�O1�T5 5 438 50 411 600 157 20136 1 1/41 7/8 10 339 42 311 4rn ia7 ,t,i.oc , ,� ... ,.. 15418 63 225 475 195 20f729 293 53 155 331 165 — 1 1 8 13 16 23 .15 45 110 910 i 1' i ., �" 34 -- 1 3/11 7/11 20 352 64�55385 198 13 16 23.7'258 54280 168 — 3 4 3/4 BOLTS Ol MA{2 T-(Mp,,/d2 X 6)+MT/d, X 6 V-(Mwi. /d, /2 X 12)+PWX d/12 2 T-Mw2 (MAX)+Mpg/dZX..6 V-PWz.X V/12 BOLTS TALL -(55 X 1.33 - 1.8•fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5_ _ t REQ m 6M/27 X 1.33 X b' FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" Qi,p)74 ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 JOB TITLE G I g MMETAL INWELD JOB NO. SHT�OF�— �r CALCULATED BY C _ DATE ` SPECIALTIES= CHECKED BY OAiE SCALE REFERENCE' TORSION 20' V CONN, 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 14 X 48 - 20' V N PD' - HEAD WT CM.=.460 F.F,=.517 dI (INCLUDES TORSION) "-'- To(LsItot4 P W - WIND LOAD (PSF) x HEIGHT 'MPL- P pL (KLF) [ (d- (dl+ COLO ) ]2/2 Mb= TR -w'2.7- 2 O1+�IND MWt - PW (KLF) [ (d -(dl+ COL4,) ]2 /2 Mb= MwZ + MpL 2 Ci - M -r - (HEIGHT -1 1/2).(Pw X (d- (d COMBINDED LOADING M b + (Mt )2 1 `O M bC Mt - OR 1" DEFLECTION DEAD LOADr CSP o�° PSF I . MOM- q WIND AP "d" Mw M M SME M NE�erla N4 BOLT CPL FLANG ° 20 0 338 48 499 603 112 28230 1 1/4 15/16 5 286 44 409 499 103 19600 1 1/8 7/8 10 220 39 308 379 90 11336 1 3/4 S"S.ppLE ! 15 162 33 223 276 77 — 7 8 11 16 To (�SIp 20 113 28 152 189 65 — 3/4 1 3/4 5/8 3.5 85 24 111 140 56 1/2 1 3/8 1/2 30 0 507 72 499 711 168 28230 1 3/8 ___15/16 5 429 66 409 592 155 19600 1 1/4c 7 8 o 10 330 59 308 451 135 11336 1 1 8 13/16 5�2 15 243 50 223 330 116 — 1 3/4 20 170 42 152 228 98 — 1 11/16 BOLTS 1 3.5 128 36 111 169 84 — MAX 40 0 676 96 499 840 224 28230 5 8 1 5 8 9 16 T -(M m d 2 X 6)+MT/d�X 6 5 572 88 409 703 206 19600 1 1 2 15 16 2=(MwI /d.I/2 .X. 12)+Py�X d/12 10 440 78 223 537 180-11336 1 1/4 7/8 TmMwz(MAX)+MpL,/dZX 6 15 324 66 223 393 154 — 1 1/8 13/16 V=PW X V/12 BOLTS 20 226 56 152 272 130 — 1 3/4 TALL2(55 X 1.33 - 1.8fv) 3.5 170 48 111 203 112 5/8 1 3/4 5 8 (BOLT AREA) 50 0 846 120 499 982 280 28230 5' 715 110 409 823 258 19600 TALL > T AISC TABLE 1.6,3 10 550 98 308 630 225 11336 1 3 8 CAP PL MST X 3 X 5 15 405 83 223 462 93 — 7 8' t REQ 6M/27 X 1.33 X b' 120f2837 152 321 163 _ 1 1 4 7 8 FLANGE -SEE HANGER CONNECTION 1 1/8 13/16 AISC - USE 4 3/4" LJipT'q 111 240 140 3 4 2 11 16 ALL CAPACITY WITH 1/3 499 1130 336 28230 409 950 309 19600STRESS INCREASE 308 728 270 11336 1 1 2 15 16 <IREQULIREDGE OR CAP PL THICKNESS 223 535 231 — 1 3 8 7 8 USE STIFFER PLATE 152 372 195 — 1 1 4 13 16 .SEE SHEET T-2 111 278 16R -- 11 /A MMETAL � WELD MSPECIALTIES' I REFERrmi�r�F���� JOB TITLE ?,=,T i4, 43 JOB NO. SHT — l OF— � CALCULATED BY SSC DATE% CHECKED BY DATE ------- SCALE ION 301 V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 - 4 s. 14.E 11 UI�(IKD 14 X 48' - 301 V rf) PDL v HEAD WT CM. .507 F.F. .566 (INCLUDES TORSION) To(Lslp� p1,4 e WIND LOAD (PSF) u d < �'j = �1 HEIGHT Mpe✓- P;,L(KLF) [(d -(dl+ COL4�)J2/2 Mb= Mw!2+ m 2 MW I - P y,4 (KLF) I (d- (dl + COLO) z /2 Mb= Mw2 + MDI_ 2 M T (HEIGHT -1 1/2) (Pw X (d-(dI+COLO) 2 COMB ENDED LOADING M b + (Mt 2 ) <co 1 MIO CQn M LC,� � I �4A o -N DEFLECTION DEAD LOAD e o 1 !�� CAP o '- M' Ftll��BOLT PL FLANGE i14 604 108 27320 1 1 4 --15/16 dz=2; 125 502 99 19029 1 1/8 7/8 317 377 87 10796 1 3 4 SADDLE /`To (Zll-IV f� 11/16 -3/4 1 3/4 5/8 — 1/2 1 3/8 1/2 �3� 27320 1 3/8 1 CO 19029 1 1/4 7 g S�y 10796 1 1/8 13 16 _ 1 3/4 . 1 11/16 BOLTS (1 MAX 5/8 1 5/8 9/16 T-(MAL-/dZX 6)+MT/dIX 6 27320 V=(MwI./dI/2.X 12)+PWX d/12 19029 J-1/2 15 16 2 10796 1 1/4 7/8 T-Mw?(MAX)+MDI,/d X 6 — 1 1/8 13/16 V-PWZX V/12 BOLTS —' 1 3/4 TALL=(55 X 1.33 - 1.8fv) — 5/8 1 3/4 11/16 (BOLT AREA) 27230 TALL > T AISC TABLE 1.6.3 L9029 CAP PL M -T X 3 X 5 L0796 1 3/8 7 8 _ t REQ o 6M/27 X 1.33 X 9—' 1 1/4 13 16 FLANGE -SEE HANGER CONNECTION _ 118 34 AISC - USE 4 3/411 W![)T+t 3 4 2 11 16 ALL CAPACITY WITH 1/3 27320 STRESS INCREASE L9029 *IF FLANGE OR CAP PL THICKNESS L0796 1 1 2 15/16 < REQUIRED - 1 3 8 7/8 USE STIFFER PLATE —' _ 1 1 ., , 4 , 13 - 16 .. SEE SHEET T-2 MUMETAL INIVELa SPECIALTIES—'j REFERENCE FLANGE STIFFNER MAX. MIN. BOLT FLANGE TENSION THICK STIFF. 26 5/8 10 1/2 31.5 11/16 37 3/4 43.5 13/16 50 7 8 58 15/16 66 1 30 5/810 X 1/2 40 11/16 50 3/4 60 13/16 70 12 X 1/2 '80 15/16 =4� 90 -f--- 14 1/2 8 X 1/4 •18 9/16 22 5/g 26 3/4 30 7/8 411 16 8 4" 411 JOB TITLE - F=S JOB N0. SHT. � OF 4 _ CALCULATED BY �� �' DATE ! / CHECKED BY DATE SCALE 10.1 1�vvr g %2 srIPF l BOLT 5tif-f✓. t�, � METAL a. WELD o SPECIALTIESz REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) e T X 2" REQ o M X 6- 127 X1,33 BOLT I TEN M (PLATE) — T X 4.5/6 M /W m 11—K/INCH t REQM X 6 F27 X 1.33 FULL FLAG BOLT TEN � L -7S + CAP PLATE STIFFNER K WELD THK WELD 2 3/8 1/2X8 1/4" 8 3/8 1/2X8 1/4" 4 3/8 1/2X8 1/411 8 3 8 1/2X8 1/4" 8 ist i il)vu , //.it CAP PLATE ST JOB TITLE JOB NO. SHT. OF Q CALCULATED BY C DATE L L CHECKED BY DATE SCALE G7 1 coL. O BIMETAL a WELD mmm"'SPECIALTIESIj n�rcnowc COLUMN 5' - 50' 14 X 48 BACK TO BACK JOB TITLE G 11414 Le)O J08 NO. SHT. �� OF G� r CALCULATED BY DATE CHECKED BY DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL a Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) OI,c�IND Mb .��w +�-MDe�®RMw�2+ DL (GREATER NUMBER) FULL © j.�lr(D Mt - Mwl - SHT T-1 Mb + (Mt ) < 1 'F LA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND 20 HAGL 5 d 0 Mwl 231 Mw2 0 MDL 469 Mb 523 DL DEFL Mt I4 354 343 WIND 40 HAGL 30 d 0 Mwl 1303 Mw2.MDL 0 469 Mb 1385 Mt 708 DL DEF I4 �- 10 0 3151 0 469 565 3541374 I 35 01471 0 `469 1544 708 15 0 399 0 469 616 354 3091 i 1 40 0 11639 0 1469 1705 708 20 0 483 0 469 673 354 5494 45 0 1--807-- -9- 469 1867 708 w' I 25 30 35 0 0 0 567 651 735 0 0 0 469 469 469 736 802 872 354 354. 354 8585. 12362 16827 50 I 50 5 10 0 0 0 1975 578 788 0 0 0 469 469 469 2030 744 917 7081-34340 885 885 343 40 0 819 0 469 944 354 21978 15 0 998 0 469 1103 885 45 0 903 0 469 1018 354 27816 I 20 0 1208 0 469 1296 885 •' 30 50 5 1 0 0 987 347 0 0 4691093 83 354 531 34340 343 25 30 0 0 1 1418 1628 0 0 469 469 1494 1694 885 885 I I 10 0 473 0 66 531 i 35 0 1838 0 469 1897 885 ' 15 0 599 0 q469761 531 40 0 2048 0 469 2101 88520 0 725 0 63 531 45 0 2258 0 469 2306 885 34340 25 0 851 0 72 531 50 0 2469 0 469 2513 885 343 30 0 977 0 469 1084 531 60 5 0 694 0 469 838 1062 ii' 35 0 1103 0 469 1199 531 1 10 0 946 0 469. 1056 1062 I 40 0 1229 0 469 1315 531 15 0 1198 0 469 1287 1062 40 45 50 5 0 01481 0 1355 463 0 0 0 469 469 469 1434 1553 659 531 531 708 34340 343 ! 20 25 30 0 0 0 1450 1702 1954 0 0 0 *469 469-1765 469.2009 1524 1062 1062 10621 1 10 0 6301 0 469 785 708 35 0 2206 0 469 2255 1062 15 0 799 0 1469 926 708 40 0 2458 0 .469 2502 1062 ' 20 0 967 1135 0 0 469 469 1075 1228 708 708 -:� 45 50 0 0 2710 2962 0 0 469 469 2750 2999 1062 1062 t 34340 COLUMN 55 - 100' HAGL 14 X 48 BACK TO BACK Pwl'- W X WIND X HEIGHT 17'-6" Pw2 - V X WIND X HEIGHT .17'-6- coL. @WIND • D=o _t-To�sio�J FL,LL� �( Mw' - Pwl X (HAGL + HES T) (AT GROUND LEVEL) 2 Mwl - Pw2 X (HAGL + HEST_) (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb aM'2 + MDL10R Mw2 + MDL . (GREATER NUMBER) �� Mt - Mwl - SHT T-1 n HALL m AIXAL LOAD _ Mb CAP HEIGHT ABOVE GROUND LEVEL NEGLECTED DL DEFT. 4 JOB TITLE C /4 4g n JOB No.--- SHT. -�;� OF-� CALCULATED BY DATE 3 12 Jo CHECKED BY DATE SCALE + (Mt )?< 1 Mt CAP I4 FOR 1" DEFLECTION--------. 4 INMETAL •WELD WSPECIALTIES= ncrcncw%.c COLUMN 5' - 50' HAGL 14 X 4820' V JOB TITLE C 14 4 JOB NO. _SHT.C 72 OF��_ CALCULATED BY �.0 L�� DATE CHECKED BY DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 G o L. MDL e Pdl X TORSION LENGTH/2 Mw2 (.AT GROUND LEVEL) 2O X11 N D DEFL I4 20 Mb m Mwl�;�- 'MDL' OR Mw2 + MDL r\ l (GREATER (GREATER NUMBER) D= o -To �s iota 338 365 Mt — Mwl - SHT T-1 Mb + (Mt )2< 1 30 Mb CAP Mt CAP 54 AIXAL LOAD - NEGLECTED HAGL a HEIGHT ABOVE GROUND LEVEL �14 FOR 1" DEFLECTION WIND HAGL d Mwl Mw2 MDL Mb Mt DL DEFL I4 WIND HAGLidMwl Mw2 DL Mb D Mt DEFL I4 20 5 0231 96 499 595 338 365 40 30 303 54 499 1395 67610 315 131 630 1461 351471 612 1502 15 399 166 665 3288 40 1639 684 1713 20 483 201 700 5846 45 1807 75 1875 25 567 236 755 9134 50 1975 7 9.8T 2037 36537 30 651 271 820 13153 50 5 578 24 764 846 365 35 735 306 888 17903 r 10 788 32 933 40 819 341 959 23384 15 998 415 1116 45 903 3761032 29595 20 1208 503 . 1307 50 9187 399 1106 36537 25 1418 590_1503 30 5 347 144 643 507 365 30 1628 678 1703 10 473 187 696 35 1838 76 1905 15 599 249 780 40 2048 853 2108 20 725 302880 45. 2258 94 2312 25 851 354 987 50 2469 *998 2519 1 36537 30 977 407 1097 60 5 694 288 855 1014 365 35 1103 459 1211 10 946 393 1070 40229 512 1326 15 1198 498 1298 45 355 564 1444 20 1450 603 - 1533 50481 599 1563 36537 25 1702 708 1774, 40 5 463 192 691 676 365 30 1954 813 2017 10 630 262 804 35 2206 91 2262 15 799 332 942 40 2458 1023_2508 20 967 4021088 45 2710 112 2756 25 135 472 1240 50 2962 119A 13004 1 1365371 MMETAL •WELD YISPECIALTIES= COLUMN 55 - 100' HALL 14 X 48 20' V JOB TITLE -- ;20C 1'44(!3 JOB N0. SHT. `� / Of (- CALCULATED BY �i4 G OAfE �� CHECKED BY DATE SCALE Pwl- W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) •17'-6" (AT GROUND LEVEL) 2 coL, MDL a Pdl, X TORSION LENGTH/2 (AT GROUND LEVEL) Mb Mwl?+ MDL20R Mw2 + MDL 4L -CL "rO P -S I O N: ( GREATER NUMBER) � O Mt a Mwl - SHT T-1 Mb + �L Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL HEIGHT ABOVE GROUND LEVEL �--I4 FOR 1" DEFLECTION DEFL v Ii1METAL •WELD NSPECIALTIES-'j REFI ERENCF COLUMN 5' - 50' HALL 14 X 48 30' V i JOB TITLE JOB NO. SHT. OF 1 Lj CALCULATED BY DATE CHECKED BY DATE SCALE Pwl e W X WIND X HEIGHT Mwl a Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (RAGE +HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) OI Mb =[M7+ MDL? OR Mw2 + MDL T' [D=o �sio (GREATER NUMBER) `.TotJ FL,�L_ OMt m Mwl - SHT T-1 Mb + (Mt Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL =HEIGHT ABOVE GROUND LEVEL I4 FOR 1 " T)RFT >; r lr rn*, MMETAL • WELD MSPECIALTIES'= JOB TITLE 30(f1446 EQ JOB N0. SHT..C 1 OF op CALCULATED BY J A G OAT, CHECKED BY DATE SCALE ncrcncrvt,.c HAGL d 55 0 60 Mwl 1071 1155 Mw2. 669 722 COL ' ' DL DEFLDL Mt I4 3-181 45538 WIND 40 HAGL 80 85 d Mwl 0 298A 315 w2 1863 1968 MDL Mb 514 3027 13193 DEFL Mt 14 636 Pwl W X WIND'X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 e V X WIND X HEIGHT Mwl — Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 coL, C@WIN> D= o �To(�sio(J Ful - MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb VMwi + MDL?OR Mw2 + MDL (GREATER NUMBER) Mt = Mwl - SHT T-1 Mb Mb CAP AIXAL LOAD - NEGLECTED HAGL H + (Mt )2< 1 Mt CAP EIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND 20 HAGL d 55 0 60 Mwl 1071 1155 Mw2. 669 722 L Mb 514 118 1265_54195 DL DEFLDL Mt I4 3-181 45538 WIND 40 HAGL 80 85 d Mwl 0 298A 315 w2 1863 1968 MDL Mb 514 3027 13193 DEFL Mt 14 636 65 1239 77 134 .63603 90' 331 2073 3359 70 1323 82 1419 73765 95 340 2178. 3525 75 1407 87 1498 84679 v 100 365J 26461 3691: 15054 80 1491 93 157 96346 50 55 267d 16731 2727 795 4553 85. 1575 98 1657 1108'765 60 288 1805 2933 90 1659 103 173 121937 .65 309 19351 13140 95 1743 1089 .1817, 135863 70 330120671 3348 30 100 55 1827 16071-100 1323 1898 1687 150540 477 45538 75 80 351 372E 21981 2330 3555 3763 60 1733 1083 1808 A 85 3938 2460 3971 65 1859'116 1929 9P 414 2592 4180 70 1985 124 2050 95 4358 2723 4386 75 2111 1319 2173 100 456 3308 4591 15054 80 2237 1398 2295 60 55 321 2007 3255 95 4553 85 2363.1476 2418 60 346 2165 3504 90 2489 1556 12542 J. 1 65 1 371d 2322 3753 14003 9 95 2615 163 2665 y 1 70 3970 2480 40 100 55 2741T1985 2143 1338 12789 220 150540 636 45538 75 80 4222 447 2637 2785 1253 1503 60 2311 1443 2367 85 472 2952 4754 65 2479 1548 2532 90 A4978 3110 '5006 70 2647 1653 2696 95 5230 3267 5255 75 2815 1758 286 100 5482 3969 5506 5054 MMETAL aWELD SPECIALTIES,j ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND JOB TITLE - 2✓ R I44 (� JOB NO. WHERE A v 2.34 P TSHT. CALCULATED BY vG DATE �/ G CHECKED BY_, DATE ------ SCALE A PSF/FT A (1 +� 1 + 4.36h ) WHERE A v 2.34 P Pm 25.2 2 LATERAL SOIL: Pall - 200 A PSF/FT S1 b (CLAY, SANDY CLAY) b: (SEE BELOW) hm H.A.G.L. BEARING L. 200 # + 17.5 (PER CAC TABLE) t - ,O Pall ® 300 PSF/FT (SAND, SILTY SAND) S1 v Pall `2 ( -Pall m 400 PSF/FT ( SANDY GRAVEL) - 3 3 22'-6" Pall m 800 PSF/FT (SEDIMENTARY.ROCK STRESS INCR. d � 4' MAX• FOR •COMPUTING 300'# 400 # 200 Sl 3 b - 0 u Q 11" w r t fib CAISSON L. 200 # 300 # 400 # b 200'# es ' - 0" 110 400 29'-0" 22'-6" 8'-6" 25'-0" 300'# 400 # 200 #b 3001# # 30'-0" 23'-0" 19'-6" 19'-6" 16'-6" 22'-6" 17'-6" 14'-6" r400 31'-0" 24'-0" 20'-0" 26'-0" 20'-0" 17'-0" 23'-0" 18'-0" 15'-0" 32'-6" 25'-0" 21'-0" 27'-0" 21'-O" 17'-6" 24'-0" 19'-0" 16'-0" 33'-0" 25'-6" 21'-6" 28'-0" 22'-0" 18'-6" 25'-0" -.1 16'-6" 34 ,_ �� 0 26'-6" 22'-0" 29'-6". 22'-6" 19'-0" 25'-6" 20'-0" 17'-0" J 35'-O" 27'-0" 30'-6" 23'-0" 19'-6" 26'-6" 21''-0" 17'-6" -011 O" 36'M_J�5, 28'-0" 23'-6" 24'-0" 20'-0" 27'-0" 21'-6" 18'-0" 37'-O" 29'-0" 24'-6" 32'-6" 24'-6" 21'-0" 28'-0" 22'-0" 19'-0" 8'-6" 30'-0,1 25'-6", 25'-6" 21'-6" 29'-0" 23'-0" 19'-6" 9'-6" 31'-0" 26'-0" 33'-6" 26'-6" 22'-6" 30'-0" 23''-6" 20'-0" 0'-6" 32'-0" 27'-0" 34'-6" 27'-0" 23'-0" 31'-0" 24'-6" 21'-O" 1'-6" 33'-0" 27'-6" 35'-6" 28'-0" 24'-0" 32'-0" 25'-0" 21'-6" 2'-6" 33'-6" 28'-6" 36'-6" 9'-0" 2/+'-6" 33'-0" 26'-0" 22'-O" 3'-6" 34'-6" 29'-0" 7'-6" 29'-6" 25'-0" 33'-6" 26'-6m 22'-6" 4'-6" 35'-6" 30'-0" 38'-6" 30'-6" 26'-0" 34'-6" 27'-6" 23'.-6" 85'-0"' 45'-6" 36'-0" 30'-6" 39'-0" 40'-0" 31'-0" 26'-6" 35:-6" 28'-0" 24'-0" 90'-0" 46'-6" 37'-0" 31'-6" 41'-0" 31'-6" 27'-0" 36 -0" 28'-6" -8 24'-6" 95'-0" 47'-6" 37'-6" 32'-0" 41'-6" 32'-6" 33'-0" 27'-6" 37'-0" 6" 25'-0" 100'-0" 48'-6" 1 38'-6" 32'-6" 42'-6" 28'-0" 37'-6" 1 38'-6" �I CUBE FTG WITH REINF. 14 X 48 FF B/B JOB TITLE --- �cF 4 8 B JOB NO. CALCULATED BY tt14 SHT...C::Z_ OF DATE �2 CHECKED BY DATE SCALE S.b SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BlIARING P e 400 PSF/FT (SANDY GRAVEL) FORMULA - d- A (1 + 1+ 4.36h WHERE A 2.34P (PER C3C) 2 A S.b M 0 4691�K• h - P v� /P1C (20) TORS/0AJ c P2 30 (40) EA• jPACE (50) LENGTH X WIDTH X DEPTH Pi P2 25.2 15.75 33.6 21 42 26.25 MMETAL •WELD IIISPECIALTIES ncrcncwt,c CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) 16.8' LATERAL SOIL BEARING P – 400 PSF/FT (SANDY GRAVEL) FORMULA - d A. (1 + 1+ 4.36h WHERE A – 2.34P (PER CBC) 2 A S.b 12 M – 514''' .13 . h (Mpt + M"y/pz P – (20) 1212 13 •4 TORS/0/4 �--_-'� (30) (40) 25 8X8X10 30 35 12 12-1/2 12 1 #.s-Q�c E. W 44. PAGE (50 ) . 'R 1�iVGT l : (TYR)f--4 (60) LENGTH X WIDTH X DEPTH 40 45 JOB TITLE — -7 4n uIc JOB NO._ SHHT..OF CALCULATED BY '/ G DATE 3 •� IL CHECKED BY DATE SCALE S P, P2 16.8' 10.5 25.2 '15.75 33.6 21 42 26.25 nAUL zu•rsr" 5 3U FSF X8Xll 40 PSF 8X8Xll 1/2 50 PSF 8X8X12 60 PSF 10 11 12 .13 . 15 20 112 12 1212 13 —.13 1/2 '14 25 8X8X10 30 35 12 12-1/2 12 1 2 13 14 14 1/2 1/2 14 1/2 15 1/2 16 40 45 13 13 1 2 .15 15 1/2 17 . 8X8X18 50 55 14 14 1-/2 16 17 1/2 i8X8X18 1/2 9X9X18 60 65 15 15 1/2 8X8X17 8X8X18 1/2 MX18 1/2 70 16 75 1612 80 16 1/2- 285 85 17 90 17 1/2_- 295 95 18 100 18 1/2 JOB TITLE P I T'a COA C- 17 1 S• JOB N0. SHT. M' I OF•�_- MMETAL WELD CALCULATED Ely S DATE USPECIALTIESCHECKED� U BY DATE = SCALE „REFERENCE " C-44P/s• c I Ir ME S 'FD r L_ 'P t P'>✓ s I' S= �iDr4'Dz 32. D, WHERE DI z 0.0. :s0 -;F6 = .I2 F� ()F °/r .G 3300/F,) F 6 ( Jr- 13000 > t%r > 3300./,�,\ /- (STRESS I.uGREASE) ;:M6 cAP = S x F6x I. • 4'I /r � 6575 R 9 4 F� C I P p F�� �js/u)''� F�/3 23800 l ..FY = T �kE LARGER.or-)- Ilboot )•._�. s .•.per CIF •D/•r > �°5�75 AJJ D q `/D (pv') �q /T) F� ,MtCAP = 5y (2.1) ILICREASE) X l•,.,,,rC5T0.b5S •' DIA WALL Fy' s I Fb Mb CAP Fv Mt CAP L max WT/FT . :in in ksi_ 9n3 in4 ksi ft •k ksi It k ft #/ft, '30 0.250 35 17:.3 2585 19.5 372.8 14.0 5'34.8 45.4. 79.5. 30 0.281 35 193.1 2897 20.2 432.4 14.0 599.3 60.7 89,.3'• .;. 30 0.312 35 213.8 3206 20.9 494.8. 14.0. .603.3 78.9 99.0 30 0.344 35 234.9 3524 25.2 656.1. 14.0 729.0 UNLTD 109.1' : 30 0.375 35 255.3 3829 25.2 713.0 14.0 792.3 UNLTD 118.8) 30 0.406 35 275.5 4133 25.2 769.6 14:0 855.1 UNLTD 128.5 `•30 0.438 35 296.3 4445 25.2 827.6 14.0' '919.5 UNLTD 138'.4' .•30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0:500 35 336.1 5042 25.2 938.9 14.0 1043.2 UNLTD 157.7 30. 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9' -•30 0.625 35 414.9 6224 25.2 1158.9 14.0 1207.7 UNLTD 196.3_ 30 0.656 35 434.2 6512 25.2 1212.6 14.0 1347.3 UNLTD 205,.8 30 0.688 35 45.•.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• 30 0.750 .35 491.7 7375 25.2 1373.3 14.0 15;5.9 UNLTD 234•.6 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1983.8. UNLTD 310.1 REFERENCE rO T.L_ 'P I P''ES ' i 32 Dl DZ= I. D. IF ' o/r.a: 330ol,, Fb= �62T, (1= (3000 > LYT > 3300 ' (srREss u•ICRErse) • 4M CAP =. 5 x Fb x p 4 6575 qq .F -v - • F4- FY = THE LARGER.,cP '-"00 tt boo!, ---�- oto'• (IF 'DST i 6575 qq 4• 17D Cp/r� ms`s °�T)3/2 ����ys /4N C• MtCAP = F7Y (21) X %rCSMESS I..ICREASE) r v 5/2) !2 ;DIA WALL fin in JOB TITLE P l PCS.- c -A -y* A -G IT I 'Ee ETA L .0 WELD JOB NO._SHT. h'I � I OF�� SPECIALTIES? CALCULATED UYS .• V -�� GATE ' CHECKED BY' DATE SCALE REFERENCE rO T.L_ 'P I P''ES ' i 32 Dl DZ= I. D. IF ' o/r.a: 330ol,, Fb= �62T, (1= (3000 > LYT > 3300 ' (srREss u•ICRErse) • 4M CAP =. 5 x Fb x p 4 6575 qq .F -v - • F4- FY = THE LARGER.,cP '-"00 tt boo!, ---�- oto'• (IF 'DST i 6575 qq 4• 17D Cp/r� ms`s °�T)3/2 ����ys /4N C• MtCAP = F7Y (21) X %rCSMESS I..ICREASE) r v 5/2) !2 ;DIA WALL fin in Fy ks s i in I in4 Fb Mb CAP Fv Mt 'CAP L max' WT/FT I.,.... ks i ft k ks i ft k ft /ft 36' 36 0.250 0.281 35 35 249.1 279.4: 4486' 18.6 513.7' 14.0 773.4. -34.5 95.6 :36• .0.312 35 309.9• 5029 5569 19.2 19.7.. 593.5 676.9. 14.0 14.0 .867.1 46.2 107.3 136 0.344 35 340.2 6124 ::0.3 766.5 14.0 960..2 1015.9 60.0 76.6 ..119.1 131.1 X36• :36' 0.375 0.406 35 35 369.S, 399.5- 6659 20.9 1033,5 .14.0 1148.0 95.1 142.8 36' 0.438 35 429.E: 7191 7737 25.2 25.2 .1115.8 1200.5 14.0 *14.0 1239..7 4.3'. UNLTD 154.5 36 .0.469 35.459..2 8263 25.2 1282.•1 14.0 13 142.4.6 UNLTD 166.5 36 ':36, 0.580 0.562 35 35 488..1 545'.£ 8786. 25.2 1363.3, 14.0 .1514.8 UNLTD UNLTD 178.2 189.8 �36 0.625 35 603.L• 9825 10868 25.2 25.2 1524.4 1686,.4 14.0. 14.0 •1693.8 UNLTD 212.9- «� ;36 36 . 0.65.6 35 632-.1 11378 25.2 1765.5 14.0 1873.8' 1961..6 UNLTD UNLTD 236.4. 247.9 !36 0.688 0 . .750 35 35 661.2 717'.0 11901 12906 25.2 1846.6 14.0 ._ 205.-1.8- UNLTD 259.8•' X36 0.875 35 827.8 14900 25.2 2'5.2 2002.6 2312.0 14.0 14.0 2225.1 - UNLTD* 282.7 X36 1.000__35 936.2 _16851 2'i.2 2614.7 14.0 25E8.9 _UNLTD 29EL5.2 UNLTD 328.6 374.2 METAL � WELD' �•�� �,:,..•,�; : CALCULATED [lY DATE CHECKED DY, DATE IN SPECIALTIEN SCALE REFERENCE ��MF.+ GgPlLGI'I'lES 1=0 r.:_ P( pu 5= 'Tr(D,` _DZ ) DI = 0.0. _ 310, D Z = 1. D. : so .F6 = .72 F� (1 F °/r .. 33001F� 13A00 > '/r > 33OO/1 M6 S (STRESS PAC(LEASE) cAP - x Fb x I.33''f . ' � 6575 • i,FY = Ti{E LARGDFL OF) 23 Bop ORo/ °o. (IF'D�T i co ��S q9 % �2 z/�) MtCAP = F'Y (2I) ,1'CsrRl;ss u4cr;EASF) X I'DIA WALL Fy ;; I Fb Mb CAP Fv Mt CAP L max WT/FT +in in ksi ilia in4 ksi ft k ksi ft k ft #/ft' 40 •0.312 35 38:3.0 7660 19.2 813.5 14.0 1185.5 51.3 132.4 40 0.344 35 421.3 8425 19.7 919-.5. 14.0 1307.3 65.4. 145.5 '40 0.375 35 453.2 9163 20.2 1026.0 1.4.0 1421.8 81.2 158.9 40 0.406 -35 49.3.9 9897 20.7 1136.4 3.4.0 1535.7 99.0 171.9 ;40 0.438 35 532.6 10652 25.2 1487.5 14.0 1652.8 UNLTD 185.•3 -1•40 0.469 35 569.0 11379 25.2 1589.1 14.0 1765.7 UNLTD 198.2'. 40 0.500 35 605.1 12103 25.2 1690.2 1.4.0 1876.0 UNLTD .211.2 ' 40 0.562 35 67'7.0 13540 25.2 1890.9 3.4.0 210T.0 UNLTD 237.0 40 0.625 35 749.3 14987 25.2 2092.9 3.4.0' 2325.5 UNLTD 263.1. 40 0.688 .35 821.0 16419 25.2 2293.0 3.4.0 2547.7 'UNLTD 289.2 •40 0.750 35 8913.8 17816 25.2 2487.9 14.0 2764.4 UNLTD 314.7• 40 0.875 35 1029.5 20590 25.2 2875.3 1x4.0 3194.8 UNLTD 366.0 40 1.000 35 116!i.5 23310 25.2 3255.2 14.0 361q.9 'UNLTD 417.0. r _METAL WELD SPECIALTIES= :;:�E �_, :-__r••• __-.: , 4^__ JOB NO. _� SHT. M _ �' rOF CALCULATED D1• sy DATE � - CHECKED DYE_ _DATE SCALE REFERENCE Mort CAR, G I ` lE S 'FO r., - ? t P'Es - Ci0 L.. 5= -M(D,4-Dz+) WNI=RE Dt - 0.0. 32 Da DZ= 1.0. ;. ;. 330olly `; ;`. A D :-f-. d -F C Ir- 13000 •°/,- > 33001F •� _ .M CAP ?' S x Fb x I.33� (5TAE55 Imr-tzEASE) D •Fv = . �{• I �. �` 6575 R 9 q . • ,;' FY = TFiE LAAGEK OF•� 23 8 /ao o tt.bo0 /i °/r� .p/ 6S7 S L q9 4 r /k1� D 4�S I / D l Fy /D��r IMCREASE) :� • 0/2) 1.33/-CSTPS55 A DIA • WALL Fy s � I Fb Mb CAP Fv Mt CTAP L max MT/FT .` `in in ksi. in3• in4 ksi ft k ksi ft k ft #/ft °.= •42 0.250 •35 340.2 7145 17.9 676.5 .:14.0 1055.8 27.4 111.6 . . 42 0.312 35 422.7• 8877 18.9 886.3 :14.0 1312.8 47.6 139.1 �42 ' 0.3.44.35._. 465.0_.9765 .14.0 144:3.1 60.8 153.2`) •42� 0.37.5 .35 ' 505.8 .•;9.4_._1001.0 10622 19.9 1116.2 14.0 1560•.6 75:4" 166.9 42 0.406 35 546.4 11474 .20,4 1235,3 14.0 169:1.6 92.0 180.6 42',0.438 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 .,;42 0.469 35 13195 25.2 1754.9 L4.0 1949.9 UNLTD 208.3. ;42 0.500 35 _628.3 668.4 14036 25.2 1866.8 L4.0 207-1.2 UNLTD 221..9' .'• 42 0.562 35 747.9 15706 25.2 2088.9 14.0 2321.0 UNLTD 249'.0.:.", .42. 0.625 35 828.0. 17388 25.2 2312.6 14.0 25g9.6 UNLTD 276.5• ; 42 0'688 35 907.4 19054 25.2 2534.2: :4.0 2815.8 UNLTD 303.9. " 42 3.750 •35 984.7 20679 25.2 2750.4 14.0 3055.9 UNLTD 330.8 .42 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384.•7 42 1.900 35 1289•.6 27081 25.2 3601.8 14.0 400?.0 UNLTD 433.4 p --A P E yj 4,-bb�"'N 10 z O � /T s v • c r- O � N O D yj 4,-bb�"'N 10 I T-1 sz; z Z G) 0 CL cm O I T-1 COUNTY OF BUTTEN0 344 CODE ENFORCEMENT CITATION Butte County Code Section Description of Offense tc Cf L Ga, AGE61kWA Qb6iNeWb- �-rcl tAJECIAL�T CT ALS. C& Location Offense(s) Committed�� Q, W -, Umn ❑ Offense item numbers) nX mmittetlin rhy pYesence, certified on information and.belief. 1 certify under penalty of 'perjury that gQina is true and correct. Executed on the date shown above at California X Signature of Code Enforcement Officer Name of Code Enforcement Officer E • tV 1 WITHOUT ADMITTING GUILT, I PROMISE TO APPEAR AT THE TIME AND PLACE INDICATED BELOW: X Signature 1 Pad LES Before asJudge or�Clerk '� � o\fthe County Municipal Court located at: -n.�.� O I r-,LN\nomv���" ,U0J—A`( Dote r1 M , 7)._ 19" Form approved by the Judicial Council of California. SEE REVERSE SIDE White, COURT COPY Yellow, VIOLATOR'S COPY Time 11/4/88 Pink, FILE COPY COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALF. - 534-4$41 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 3830-80 for the following: Use Classification Address or Location Stornge Addition/Seple House NE/S Oro—Chico Hwy, Chico Group B-2 occupancy; Type V --N construction. It is hereby certified for the occupancy described above and may be occupied. Director, of P _bli rks Date r;arch 16, :t 982 By ---`` POST IN A CONSPICUOUS PLACE (Over) ,N,0T,ICI A new Certificate of Occupancy is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. March 10, 1982 �ERMrT x"3830-86 � .� FILE NO. AP 40-13-W T REF. NO. NP. 10624` , We have received your request for an ;investigation by this Agency. The contents of your complaint will be relayed to your contractor and may result in a solution to your problem. You may expect to be contacted by a representative of this Agency, however, due to pending investigations there will be some delay. Your cooperation is appreciated and no further communication is necessary. Our representative will contact you at the earliest opportunity Sincerely, l I ✓ �" �C� CONTRACTSTATE LICENSE BOARD 13I-26 (Rev. 10/81) STATE OF CALIFORNIA u"+ ��� DEPARTMENT OF I 'g ' su i, VI �sP I� 'Ai FkS f . �f a CONTRACTORS STATE LICENSE OAIDR 2400 WASH I NGTON AVr# 1 TT-n REDDING, CA 96001 Wd �USDOf1�t���� Bu t .Co.o Dept. of Public s 7 County Center Drive Oroville, CA 95965 D uses 1981 , PERMIT NO. PERMIT EXPIRES Vs -V Y/ . OWNER Homer Aldred 0ONTR. Rnhinson Enterprises, Chico" 'LOCATION (A.P. 40-13-44 port. I I-e- NE/S Oro Chico Hwy, app.600'NW of Durham Oro Hwy, lot 4,. Chico Temp. Power Pole — CalledPG&E Temp. Elec. Se Called PG&E Temp. Gas,Serv. Ca 11 .e PG&E I/ FINALED C:3 (Date) (Signature) MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity ,.Water Piping Drainage Gas Piping DATE REMARKS Ll al, &-7-t / i alzza ev, i/ � C,e6-Alz,iceol (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF-BUTZE — DEPARTMEN-I" OF PUBLIC WORKS BUILDING INSPECTION RECORD - BUI DING BUILDING (Cont'd) PLUMBING. Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. 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 MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity ,.Water Piping Drainage Gas Piping DATE REMARKS Ll al, &-7-t / i alzza ev, i/ � C,e6-Alz,iceol (NOTE: An entry must be made on this form each time you visit the job site.) i I �N COUNTY"OF13UT-TE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 ; 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additio al explanation, please contact this office immediately. /tom/ I J n .1,,/ Momf w — -A A . c Inspector , I Date i?llle ,� _ ,��� � �� ��� l L /-z 7- � � ��� WE will translate and explain services available. WE will help you with appli- cations and forms WE will direct you to county agencies for aid. WE have Rape and Drug Counseling available. WE offer you Tax and Legal Assistance. SUMMER IN THE PARK A successful recreation program with field trips, lunch, sports, arts and crafts was held in the park in July and August with over 50 youth participating. Our thanks to the City of Gridley for the use of the building. This was a successful program which we hope_to repeat next summer. �� BROGUNIER ENGINEERING - CHICO, CALIFORNIA PROJECT' SHEET NO. 1 •(a .4 t_ •� . s Tv A° �.. !l1 L O ! rrr C �.a DATE: PORTION: �QY y's@T JOB NO. BY.. G . d S ./ o /U y»,n J„Q•.G.•� / on �' T7'^o`►�r• SD ��a'Ui/d'fn�r 1, ,� �e r�• �� y /Z " boll o/l Q �� S roN •,. �- 6 . /t.. i/ 2 Is o � ; rti i_1, � ��,�rG ,r � � , � �, / �- r q r tee~ j •%.. y Z'z.•Z- %* Z BUTTE COUNTY BUILDING DEPARTMENT APPROVED 3-k -Tz- ,ECT /0rl Th i . Lim. •_. .. -.N� L. o - ,ECT /0rl Th i . Lim. •_. .. -.N� L. J • COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSPERMIT NO. "ll 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 -'n� _ "7 APPLICATION AND PERMIT �C ASSESSOR OAR=EIS NUMBER / ZONING BUILDING PERMIT O WNE TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER' MAILING ADDRESS CONT A R'S NAME , TELEPHONE CONT AOR' AILING ADORES /orf 6 L�.� _O� ! CONSTRUCTION LENDER UNKNOWN iPireplace Total Valuation FiIing.Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ,QQ CT OR ENGINEER ;..f LICENSE NO. Plan Checking Fee $ Penalty $ HITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ,0 0 BUILD N PRESS PLUMBING PERMIT Filing Fee 10.00 Q01 -4%1'n Ale &�UQ Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCJLRE IL SF [:1Duplex❑ Mobilehome❑ 0th CIF Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: � i *� W�V w, 4 O 6 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600v OR LESS 100 AMP OR LESS 5.00 Main service EA. ADO'L 100 AMP 2.50 NEW CONST.( DWELLING OCCUP.d\ OR ADDNS. ACC. BLDGS. 20 sq ft CONTRACTORS LICENSE LAW I declare under pe a ty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. �, if License No., Classification llr ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for th's reason NEW CONSTR NON.RESID BRANCH CIRCUITS) NEW CONSTR. POWER APPARATUS Q NON.RESID. (SINGLE OUTLET CIR. 50 @ 25¢ Ex. Occup OUTLETS OR FIXTURES BALP1 IXED APPLNS. OR Ex. Occup.(oUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare un a penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee 3 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in any way accrue aga st sai County in onse uence of the granting of this permi X Date �Z AQ gnature of Applicant — OwnerContractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures 3/stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ ALI OCCu P. GROUP I TYPE OF CONST. PARCEL PD NO 590E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which By Z;;IR�OF PUBLIC PERMIT EXPI a�� the applicable provi- resolutions to do fees have been paid. WORKS Date a �a Z/ — �— g�.. /over Receipt No, �7 �1" //) �c7� WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT Filn Nn BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C /Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S. I. Sub. & Pcl. Maps Permits _: Roblasoa t'aterprri sea P.Q gen 3236 calco; CA 9S92'.V Gema en January 27, 198 RE: UU114 ig Farmit #3830-80 (Scala Hca Addition) (AP 40-13-44) 210th Werence 'to the ahoae s<sub ject and the permit you obtained in Auguat 1980 to rMustrutt a 600 min ft, addition to the eaele house for Homer Aldred on the Oro Chica Wy near the Durham oro'noy,, this pemtt hat expired and you have not made all of this roquiareaad Corrections aha follows (1) renew the building peroit. (2) You Mit vezi fy to our Satisfaction the adequacy of the foun,laation edticlh waa poured without inspections and approval of this office. (3) Anchor 'bolts at both cornors of than building do not coat*= with the approved Plano. (4) Provide bracing an end walls .per approved plans. M3 Tighten hoose rod bracJ4 in runt of building, c�L gam - Obtain paartatit .for :large undeirground acal+an. (7) OAtairt additional olectrical paaroit for mm fe edora, sub -panel and other electrical stork aot covered by original permit, (8) ft- * ride inrEorrnaatiou and details of construction on Ott in floor of this+ addition. ?l"#4 ceaotOct this office within ton (lo) day* of the date of this letter and h9'v0 the Above items ceua,pleate3d or aaatt efie#d or the matter will be referred to the proper authorities for appropriate action. Occupancy of this addition without a final inopection and Certificate of Occupaaancy issued d by thin office to a vialatteaa of the provision* of the Butte County Codes. Should yuaa hzve aaay ciufttlonaa concerning this ratters, please contact ua3. Youtes ' berry truly., Clay Castleberry Director of Public Works JFGsdo J,F. Glande3r cc: Chico Office Chief ruilding Inspector Homr Aldr44 P'0 Box $83, Chico 93927 e�stnCr a«to>cs Matta fc.aaoa gar rrd, 24£ftl aesihir%ton 4Lva. #1.11, Redding -%001 COUNTY.OF BUTTE - DEPARTMEN'T OF PUBLIC WORKS 'r RMMI NO L 7 County Center Drive - Orovi(le, California 95965 - Telephone 916/534-4541 ►PLICATION AND PERMIT �1 ASS,aX R PARCE B -45 Oftel ZO I G 'f- i BUILDING PER TELEPHONE SQ. FT. OC/C. BUILDING LUATION 6200"- eo OWNER'S MAILING ADDRESS IAV f���c-+GNV AM E_/ ` pe l ,,7V CPRACTQF2'S MAILING AI NG AppR 3OEssemeoOy2/ ✓/[� •� CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ -8,Y00- 00 LENDER'S MAILING ADDRESS Permit Fee $ .00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ .2 V,Bv Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ,pp BUIL ING ADDRESS SCS ORO _ cllcp Aw y Oo/ PLUMBING PERMIT Filing Fee 3.00 h,M). Or PZIRA-4M Each Trap 2.00 Repair drainage or vent piping 2.00 CAlCQ Water piping LOT N SUBDIVISION NAME PARCEL MAP Each q£iS Water heater Or Vent 2.00 Gas piping system 1 - 5 outlets , USE OF STRUCTUREBuilding SF F1 Duplex Mobilehome❑ Other SCLC 66;F SPEC Y sewer Lawn sprinkler system 2.00 / TYPE OF WORK• New ❑ Addition L'�,� Remodel Utilities ❑ Installation❑ Otlier ❑ Describe work: Permit'Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio C de d my license is in full for and effect. License No. Classification e -7 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESID. BRANCH CC ITS CONSTR TC1 OUT, RET 2,50 ea NEW CONSTR POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50250 B @ AL@lot Ex. Occu FIXED APPLES. OR p•(DUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. (7( I shall not employ any person in any manner so as to become subject 5� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed"revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments osts, and expenses which may in any way crue again ounty i o equence of the granting of this permit. ` X Date Signature of Applicant — Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stores in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ occuP. GROUP I — TYPE OF ONST. V! PARCE G PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC=TO tg BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ate Receipt No. gr- 33 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE —DEPARTMENT OF PUBLIC WORKS — BUILpING-bIVISION 7 County Center Drive - Oroville, California 95965 — Telephone: 534-4541 c OWNERC/%Lil. Proposed Building Use = Permit fee based upon: Building Inspector I At time of permit applicai issuance: 1. 2. —f3: 5. �,. 8. g:- 11. 12. 13. 14 PERMIT APPLICATION DATA SHEET AtDe/D- ,5r�V-FGC fi DUti ,Iwas Permit No. A.P. No. _ Complete Contract Price DPW Valuation Iain) Date vised the following data must be submitted prior to permit processing and/or DATE RECEIVED APPROVED All items have been submitted................................................................... Plot plans in duplicate/triplicate............................................................... Complete plans in duplicate/triplicate......�........................- .... Complete engineered plans and calcs.................. .... ld!�................ Plans with Energy Design Compliance Statement . .........:................. State Energy Forms No. .................. Statement of Intent for Non -Heated & AC Buildings ................ 7 Feesof $.................................................. Letter of signature authorization-., Sanitation approval from Health Dept.... Planning approval for s�Sc�u� �v............. �X ✓vim 80 Certificate of Workmen's Compensation Insurance ........................ Contractors License Information (no., name style, classification) ............................... Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow)................................................................................................. 1 Pre-inspe 'on f r equi ed. Pre•inspe quest to gain 1 Other _ Com. Q When you issue the permit, process.as follows: — Mail to owner Telephone 972 12 / and -old for pickup at Other Applicant Dpy of plans sent Health Dept., Fire Depi uring the plan checking process, the following data must be su (For required items not checked above at time of appli 1. Index permit for above Items No. 2. Additional items required: office Mail to contractor. . Deliver w/inspection. Date Ild Y Other Date itted prior to permit issuance: i,,,,r,irgle item.) (Contractor, Designer, Owner) was advised of above required data by Telephone i Mail Other By Date Plans checked by Date Plans approved by _ Date OTHER: Copy/DPW To: Building Department From: CnVironntental Health Subjects Sanitation Clearance Owner ration AP Plans approved fora Sewage Disposal Water Supply Hold final for: Water Supply��� Final Clearance OoKo,fors Walter Supply Clearance for bedroom mobile home. Other Clearance for addition of �nVar%'n�"'"'�" a e NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, ,Lid ple , owner of the building to be constructed as a '(please/ print) under �3G ( 1 at - c (bldg.permit no.) (location) 4 �Uj/ Ar 66d zyk of- ow1l n ogab_ 14W.� hereby certify thatI do not intend to htat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I ..will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment,.(4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the.above changes will require me to obtain the .necessary permits, inspections, and approvals from the Butte County Building Department. • /i t Signature of Building Owne Mailing Address eff, `l Telephone No.-I.�t� V1 I LAND OF NATURAL WEALTH AND BEAUTY _ r PLANNING COMMISSION . LAWRENCE J. LAWSON DIRECTOR OF PLANNING 7 COUNTY CENTER. DRIVE — OROVILLE; CALIFORNIA 95965 Telephone: 534-4601' October 17, 1977. CERTIFIED - RETURN RECEIPT Mr. 'Albert' W.' Aldred Steel Mill Su.pply Co. 1 172 Filbert A-ve . Chico, CA 95926 Re: AP 40-13-16 Dear Mr. Aldred.:. Enclosed is. your validated Use..Permit oto.. 78-6, to allow a metal recycling yard for the buying .an.d sel 1 i.ng. of ferrous and.non-ferrous metals for recycling, o.n property zoned '14-1" (Light Industrial) located beVaeen Orovi l'l a -Chico Highway and State Highway 99 , approxi -- ma.tely 1/4 mile north of Durham Highway.. If you should have any questions concerning matter., please feel free.to contact this .this office. Sincerely, Lawrence J , Lawson: Director of Planning L Jt :. ma Enc. cc: But.te County Health Dept. . Pub.l,ic-Wo:rk.s Dept. a naa permif has been granted`r`, s c4erwise provided t'or in a condition to a use not established within one year of the date of receipt USE PERMIT permit, all conc'i"">- ,„..s.' be completed. by the Of th l " e permit by the permittee, the permit shall become .null and void and reapplication shall be required to establish the usereviousl BUTTE C66WY '=a=U15ZVMM0KIX. BOARD' OF ZONIf I; ADJUSTMENT • e • e o � vv�ti permittce wi,h,n Q monit-,s of the delivery of the permit to the permittee. September 28, 1977 DATE (Do not issue before appeal time has lapsed 78-6 PERMIT NO. 40-13-16 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the. Zoning Ordinance of the County. of Butte and the special conditions set forth below: Albert W. Aldred, Steed Mill. Supply Co.* is hereby granted a Use Permit NAME in acrordancewith.applicatiorifiled. August 5, 1977, to allow a metal recycling yar TTor the buying & sel inq of ferrous DATE and no.n-ferrous metals. for recycling., on property zoned "M-1" (Light Industrial) located between rovile-Chico Hwy & State Hwy 99, approx. 1/4 mile north of Failure to comply with the conditions specified -herein as the basis for approval of appli- Durham cation and issuance of Permit, constitutes cause to revoke' Hwy said permit in accordance with the procedures set forth in the Butte County Zoning Enabl= ling Ordinance. SPECIAL, CONDITIONS:. 1. Entire area to be fenced; as delineated'on applicant's exhibit map, with 10 ft. high chain link fence with slats. Fence t.o be - maintained, at all times, to be sight obscurinq. Location of fence.to comply with setback regulations. 2. No material to be piled higher than 10 feet and all material.'. to be stored behind the fence. 3. Access' to be limited to existing easement on the southeasterly side of the property. 4. Thirty ft, wide double gate to be located a minimum.of 50 ft. northeasterly. of the north right-of-way of Orovi.11'e-Chico Highway: Applicant must also comply with al.l other applicable State and local statutes, ordinances and regulations'. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I' agree to abide fully by said conditions" Dated: r _ v NOTE:. Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any. other -requirements. cc: Butte, County Health Dept. Public Works Dept. Chairman of AtJbd Wn5 K Board o Zoning Adjustment. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVIL>LE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 5717-77 for the following: Use Classification Scale House Address or Location _ NE/S Oro -Chico Hwy. Durham Group F-2 occupancy; Type V -N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Publi or -s Date January 8, 1982 By / /f POST IN A CONSP4 /UOUS PLACE (Over) NOTICE A new Certificate of Occupancy Is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. "4 7 f r ! PERMIT NO.E PERMIT EXPIRES OWNER Homer Aldred '6'.,CONTR. '',,ll'' Gus Gore, Durham 40-13 4# ort. LOCATION (A.P. 40-13-4#port. • NE/S Oro -Chico Hwy,app.600'NW of Durham Oro t Hwy, Durham Area ' < ` f i f--. � at A � F 2 - 7 Temp. Power Pole Called PG&E _ Temp. Elec. Serv.. Called PG&E _ Temp. Gas Serv. _ Called PG&E _ ^ 1 JOBFINALED (Date) _NL C f` (Signatur w 1-„---,�,ZOUNTY OF BUTTE — Dg;ZA`RTbENT OF PUBLIC WORKS R BUILDING INSPECTION RECORD Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final Wwww�MOBILEHOMEUTILITIES ----- Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEUgME INSTALL TI N - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 000 t w 42 - �.N TE: An �enftyust be made onthi� each time visit the job site.) BUILDING BUILDING (Cont'd) PLUMBING Setback -” Firewall Soil Piping Forms 57 Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footin s Windows 3rd Floor Stemwall Sidling To out _ 5 Slab Roof Sheathing Water Piping /— / =A/ -,:;o 29' Piers Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Po Footings Prov. for phsically handica ed Conformance of ex. structure, Appliances Gas Piping Temp. as &Test ; Slab Final Sanitation Patio FIREPLACE Final Footin s Footing ELECTRICAL Masonry Walls Throat Rough ou hReinf. Reinf.Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh ME HANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final Wwww�MOBILEHOMEUTILITIES ----- Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEUgME INSTALL TI N - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 000 t w 42 - �.N TE: An �enftyust be made onthi� each time visit the job site.) TO: Building DepartmarrL FROIM: Environmental Health , �i R,: Sewage and/or Water Clearance Tctil� -�u� �}w 7c'G�i1` -'a""' -1/4) --1.3 O!ZIER LOCA1I0 . Has been approved for: S3JAGE DISPOSAL: + WALTER SUPPLY: �- Sanitarian Date t ' i t N Q N`-�R E S I D E N T I A• L B U I L D I N G S E.NERIGY CON S E RVA`T ION STANDARDS rl 4 V. CONSTRUCTION COMPLIANCE - CERTIFICATE I HEREBY'CERTIFY, BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED AND THAT THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT TO BE IN' COMPLIANCE WITH THE'APPROVED ..PLANS// AND SPECIFICATIONS FOR ���/� 77 T`• ' ($gilding` Permit Number) (UBC Occupancy Type) (Location) Signer's Name x /fes (p�e , e 0 nt) Signature Date Job Capacity (contractor, -engineer, owner, etc.) Chapter 6 of the Energy Conservation Design Manual reads in part ...."must be signed by the building owner, or the general building contractor, the design architect, design engineer, or an approved inspector'or inspection agency ...... The certificate presumes a personal knowledge of the work and materials used; this means knowledge obtained from periodic, diligent site visits and reports from others engaged on the site.'' 0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION' AND PERMIT j aumonze representatives or the county or butte to enter upon me above-mentioned property for inspection purposes. ����� Y 1yorr AgentsA Date Signature of Permitee Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions o - the Butte County Code and/or resolutions to do work indicatec above for which fees have been paid. CTOR OF P L WORKS BY Date 7 Y it ing permit expires Date ��- �-"7� BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mai I Ing Address Telephone No. Contractor , Mailing Address G _ Fireplace Total Valuation T e hone o._ �(' Permit Fee Building AddressPlan Checking Fee&/or Penalty Permit Fee wl PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. 3 /y1 �Zonnin & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fes pt. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 and a to EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Parcel A rovol Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Er Permit Fee $ ELECTRICAL No. @ FEE J/ Aplt 1`%—?�% PERMIT FILING FEE $3.00 Main service 100v OR LESS 100 AMP OR LESS 5•00 Single Family 0 Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 ' Main service OVER 25.00 100 AMPP OR LESS O Main service,// EA. ADD'L 100 AMP 1.00 OR ADDNS.CONST - l ACC. BLDGS.NE WDWELLING CCUP. 4) 2¢sgft 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: Q4_9 gnQe- !k sz)f.c /P -1c.. NEW RESID. BRANCH CIRCUITS) NON RESID. � BRANCH CIRCUITS) 2.50ea NEWCONSTR. POWER APPARATUS a NON .RESID. (SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTIIRES g L� FIXED APPLNS. OR Ex. Occup.(0 'TLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 3��G�T_.. Classification &I Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ 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. l 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. 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 Is TOTAL PERMIT FEE $ (n aumonze representatives or the county or butte to enter upon me above-mentioned property for inspection purposes. ����� Y 1yorr AgentsA Date Signature of Permitee Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions o - the Butte County Code and/or resolutions to do work indicatec above for which fees have been paid. CTOR OF P L WORKS BY Date 7 Y it ing permit expires Date ��- �-"7� 1011618 1,& �b 6L61 T and 6;,Wm onend dO 'ld3d Q4!,n® d® AANnoo � r . COUNTY OF BUTTE — -DEPARTMENT OF PUBLIC WORKS 7 County Genterbrive — OroviI1�6, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT �5_7117-77 /'"� e - BUILDING Owner dkn er M md SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor r Total Valuation 2C0,00 Mailing Address i2ox Permit Fee e�� P I an Checking Fee &/or Penalty t ele Tpho a No. Permit Fee Building Address �, S -- l PLUMBING No. @ PERMIT FILING FEE $3.00` a © Each Trap 1.50 � Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 Z Hing Ver ficati Onl T7IA. P. No. i'Y1 — ZO g F Pi �Fire Dept. Fire Zone it EQA Parking Parcel P e 1 60' /W I Plans Declaration p ements Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Building sewer 5.00 Lawn sprinkler system 2.00 Bldg. ns Recd I Parcel Approval Plan Approval Permit Fee $ 1 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ,QQ Main service 8000 AMP ORV OR LESS5.00 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 CONS. DWELING OR ADDNST ( ACCLBL GS.CCUP. &) 2¢sgft NEW NON•RESID CONSTR. (BRANCH CIRCUITS)2.50ea ,0 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: NEW CONST. (POWER APPARATUS &) NON- R RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES) BAL21 09 Ex . Occup. FIXED APP LNS. OR p•(OUT LETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 5//� 8 Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ rw 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. El 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 PEE do .oNrcoW"� iVvS 01 ule �,Uunty UI outte tU enter upon me above -m tinned property for inspection purposes. X. Date / 7� Signature off7Permitee or Agent Receipt No. 1_/ 0 6 s' 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 PUBLIC WORKS Building permit expires Date 11 �� _ t I N X I ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO LATEST RISC SPECIFICATIONS AND ` { STANDARD PRACTICE CONCRETE - MIN. COMPRESSIVE STRENGTH OF f c - 3000 PSI • 28 DAYS (150 Ko 4 SLUMP (MAX.) (FOOTING DESIGN BASED ON 2500 PSI CONCRETE) ' REINFORCING• ASTM A-15 AND A-305 GRADE 40 DEFORMED (U N 0 ) PLACE RBNFORCING PER ACI 31 a-92 f'li'E ' COLUMN SIZE SIZE C35 k*E FOOTING SIZE ROUND CU5E FOR 8/8 CUBE FOR Y -BUILD DIA. f (L) (W) DEPTH t I N X I ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO LATEST RISC SPECIFICATIONS AND ` { STANDARD PRACTICE CONCRETE - MIN. COMPRESSIVE STRENGTH OF f c - 3000 PSI • 28 DAYS (150 Ko 4 SLUMP (MAX.) (FOOTING DESIGN BASED ON 2500 PSI CONCRETE) ' REINFORCING• ASTM A-15 AND A-305 GRADE 40 DEFORMED (U N 0 ) PLACE RBNFORCING PER ACI 31 a-92 AND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED). WELDING RODS ASTM A-233 E-70 SERIES LOW HYDROGEN. WELDING PROCEDURE SHALLCOMPLY WITH J AMERICAN WELDING SOCIETY STANDARDS. SHOP WELDING TO BE PERFORMED BY CERTIFIED WELDERS. i STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PAINT. WOOD STRUCTURAL MEMBERS - ROUGH SAWN DOUGLAS FIR -LARCH 12 WITH Fb (RtEPETITNE) -,1310 PSI BOLTS AND NUTS REGULAR BOLTS SHALL CONFORM TO ASTM A-307. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325. IN BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION PRIORI TO OR DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER RISC TURN OF THE NUT' METHOD (1/3.OF A TURN PAST A SNUG TIGHT CONDITION). ROUND OR SQUARE CAISSON FOOTING EMBEDMENT DEPTHS FOR FOOTINGS DO INOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER UBC TABLE 18-1-A FOR CLASS 3 SOIL (SANDY GRAVEL) IS 400 I/FT 2/FT (ALLOWABLE LITERAL SOIL PRESSURE HAS A FACTOR OF 2) EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3" CONCRETE COVER REQ'D). THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENGINEER IF STRUCTURE IS LOCATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR EXCEED ALL STATE AND LOCAL CODE REQUIREMENTS BEFORE ERECTION. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. CUSTOMER _ 30 PSF WIND 400 PSF/FT SOILS SIGN LOCATION 14 x 48 FULL FLAG BACK TO BACK & 30' V -BUILD MMETAL ° WELD • PAINT DR. CH. SPECiALTIES'_3Z CN SL 8137 N. 83 Ave Peoria AZ 85345 HOLE SIZE DATE: 623-979-1117 - Fax 03-979-9722 2�6�00 Seven Waterfront Plaza, Suite 400 JOB NO. SHEET NO. 500 Ala Moana Blvd. Honolulu, HI 96813 0305-00 /� OF 2 808-526-4113 Fax 808-522-9490 f'li'E ' COLUMN SIZE SIZE C35 k*E FOOTING SIZE ROUND CU5E FOR 8/8 CUBE FOR Y -BUILD DIA. DEPTH (L) (W) DEPTH (L) (W) DEPTH 5'-0" 36* x 315 4'-0" 18'-6" 8'-0" 12'-0" 8'-0" 8'-0" 11'=`0" 10'-0" 36# x 315 4'-0" 8'-0" 5'-�" 1�'-�° 8'-0" S'-0" ; 11'-0" 15'-0" 36t x 3-15 4'-0" 20'-0" 36+ x .40ro , 4'-0" 21'-0" - 8'-0" ` 5'-0" 12'-0" , 8'=0" 8'-0" 12'-011 25'-0" 36t x 436 4'-0" 21'-6" q'-0" 5'-0" 12'-0" 81_011 a'-0" 12'-0" /� 30'-0" y 36T x .46a 4'-011 /� 22'-0" 10'-0" 5'-0" 12'-0" 8'-611: /� 81-0"/ 12'-6" 35'-0" 360 x.500 4'-0" 23'-0" 10-0" 5'-0" 12'-0" 8'-0" 8'-0" 12'-6" 40'-0" 3roito x B62 4'-0" 23 -6 10 -6 51-311 131-011 al -o al -o 131-011 45'-0" 36,0 x.562 4'-0" 24'-6" 10'-6" 5'-3" 13'-6" ` 8'-0" S'' 0 131 -roll 50'-0" 36* x 1025 4'-0" 25'-6" 101 -roll 51-3" 14'-0" 8'-0" '-011, 14'-0" 551-011 40t x .562 5� -0u I 23 -0" � n 11 -0 � 11 5 -613 i' " -6 � 8 -0n 60'-0" �40t x 562 5'-0" 24'-0" 11'-0" 5'-6" 14'-0" 8'-0" 8'-0" 15'-0" 65'-0" 40t x 1025 V-0" 24'-&" IV -011 51—roll 141-611 81-0 Z:3'-0" 15'-6" l0'-0" 40'F x 1025 5'-0" 25'-0" 11'-0" 5'-6" 1�5'-0" 8'-0" ; $-0" 16'-0" I5'-0" 40t x 1088 5'-0" 26'-0" 11'-0" 5'-6" 15'-6" 8'-0" 8'-0" 16'-6" 80'-O" 40t x .688 5'-0" 26'-6" 11'-0" 51 -roll lr6'-0" 8'-0" r '-0" 1(0'-6" 1 "" 85 -0 40t x.150 5 -0 2� -0 n ' n 11 -0 ' n ✓ -6 ' n lro -6 ' " 8 -0 ;V-0" 1i'-0" q0'-0" 40t x Z15 5'-0" 2'1'-6' 11'-0" 5'-6" 11'-0" 8'-0" V-0" 1I'-6" q'-0" 40t x x815 5'-0" 28'-0" 11'-0" 5'-6" 1-1'-6" g'-0�� _ g�-0° 18'-0" 100'-0" 40t x.615 5'-O" 29'-0" 1l' -V' 5'-6" _ W-6" 8'-0" AND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED). WELDING RODS ASTM A-233 E-70 SERIES LOW HYDROGEN. WELDING PROCEDURE SHALLCOMPLY WITH J AMERICAN WELDING SOCIETY STANDARDS. SHOP WELDING TO BE PERFORMED BY CERTIFIED WELDERS. i STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PAINT. WOOD STRUCTURAL MEMBERS - ROUGH SAWN DOUGLAS FIR -LARCH 12 WITH Fb (RtEPETITNE) -,1310 PSI BOLTS AND NUTS REGULAR BOLTS SHALL CONFORM TO ASTM A-307. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325. IN BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION PRIORI TO OR DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER RISC TURN OF THE NUT' METHOD (1/3.OF A TURN PAST A SNUG TIGHT CONDITION). ROUND OR SQUARE CAISSON FOOTING EMBEDMENT DEPTHS FOR FOOTINGS DO INOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER UBC TABLE 18-1-A FOR CLASS 3 SOIL (SANDY GRAVEL) IS 400 I/FT 2/FT (ALLOWABLE LITERAL SOIL PRESSURE HAS A FACTOR OF 2) EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3" CONCRETE COVER REQ'D). THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENGINEER IF STRUCTURE IS LOCATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR EXCEED ALL STATE AND LOCAL CODE REQUIREMENTS BEFORE ERECTION. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. CUSTOMER _ 30 PSF WIND 400 PSF/FT SOILS SIGN LOCATION 14 x 48 FULL FLAG BACK TO BACK & 30' V -BUILD MMETAL ° WELD • PAINT DR. CH. SPECiALTIES'_3Z CN SL 8137 N. 83 Ave Peoria AZ 85345 HOLE SIZE DATE: 623-979-1117 - Fax 03-979-9722 2�6�00 Seven Waterfront Plaza, Suite 400 JOB NO. SHEET NO. 500 Ala Moana Blvd. Honolulu, HI 96813 0305-00 /� OF 2 808-526-4113 Fax 808-522-9490 N Y I Jib nt�orlr �itnetlM l� El i IN T101> a ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO LATEST( AISC SPECIFICATIONS AND # STANDARD PRACTICE '-b CONCRETE - MIN. COMPRESSIVE STRENGTH OF f c 3000 PSI 0 28 DAYS (150 PCF) 4' SLUMP (MAX.) �' DA7Zs *(FOOTING -DESIGN -BASED ON -2500 -PSI CONCRETE) LUMART FICrEpsm POVVM ASSOCUTES . REINFORCING: ASTM A-15 AND A-305 GRADE 40 DEFORMED (U.N.O.). PUCE REINFORCING PER ACI 318-92 � FOOTING SIZE } IND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED). COLUMN PIPE - ' WELDING RODS ASTM A-233 E-70 ERIES LOW HYDROGEN. WELDING PROCEDURE SHALL COMPLY WITH 1-4 44:31_ ROUND CU5E FOR 5/5 CU5E FC1R V-5UILD A SIZE (35 �c8i) � AMERICAN WELDING SOCIETY STANDARDS. DIA. DEPTH (L) (w) DEPTH (L) 04) DEPTH SHOP WELDING TO BE PERFORMED BY CERTIFIED WELDERS. to t1 I t1 I 11 I 11 1 11 1 11 1 n" — n 8 —� -0 11 -0 STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PAINT. . 5 ID 36f x 3�5 4 -ID 18 -6 8 -0 5 -ID 12 -ID 101-011 aro t X.315 4'-0" l a' - 6" 61-011 51-011 121-011 81-011 -011 �' - 0° 11' - 0" WOOD STRUCTURAL MEMBERS ROUGH SAWN DOUGLAS FIR -LARCH J2 WITH Fb (REPETITIVE) - 1310 PSI 151-011 36# X 315 41-0" 201-011 8' -011 51-011 121-011 81-011 ' -On III -roll BOLTS AND NUTS - REGULAR BOLTS SHALL CONFORM TO ASTM A-307. HIGH STRENGTH BOLTS SHALL CONFORM TO T151ff"M 5. IN SEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO , „ n BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION PRIOR TO OR DURING 201 -011 360 X .406 1 -0n 211 -ID11 81 -IDn 51 -ID11 121 -01, 81 -011 -ID 12, -ID INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUT METHOD (1/3.OF A TURN I U , 11 I n I U PAST A SNUG TIGHT CONDITION). II , 1_ n _ _ _ — — 11 48 -0 FACE 25,—v 36 t x .438 4'-0" 21'-&"�l ID 5 ID 12 0 8 O � 0 c 12 0 w ROUND OR SQUARE CAISSON FOOTING - EMBEDMENT DEPTHS FOR FOOTINGS DO NOT APPLY TO LOCATIONS 1 n ; 1 1 1 1 n12'-0" 1 n 1 0 + 30 0 36 t X .46a 4 � 22 � lm !a 5 (d 1� -0 8 -(d 811-011 121-611 WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTID FRONT , R FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER UBC TABLE 1a -I -A FOR C R USS 3 SOIL �1 �� .. a_ � S' I 1 • !4 MAINTENANCE � UPRIGHT FRONT LEDGER COLUMN 1 — n 35 0 36 � x .500 1 u - � ID 1 n - 23 ID 1 n -SANDY lID ID —oil 51� — II ID 1 — 8 ID 1 II — � 0 t it — 12 6 GRAVEL IS 400 FT 2 F? ALLOWABLE LITERAL SOIL PRESSURE HAS A FACT ( ) #/ / ( FACTOR of 2) B c , ;. U I NT PLATFORM - PR G PL RM w EXTEND COLUMN PIPE TO BOTTOM OF FOOTING 3 CONCRETE COVER RE D _ 1 Il 4ID ID j 36 x 562 1 n 4 ID t n 23 ' -roll 1 n `lID 6 , 11 5 3 � 11 13 ID , II 8 ID 11 � THE ERECTO S R HALL VERIFY ALL DIMENSIONS AN DCOND (TIONS IN THE FIELD BffORE ERECTION AND NOTIFY 0 36# x562 0 241 6 10 6 3 3-16 8-0 0n 1 n 13 6 ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENGINEER IF STRUCTURE IS LOCATED NEAR , n _ 5ID ID 36 f x .625 4'-0" 1 11 25 -6 1" 11 10' -roll 1 11 _ _ 5 3 1 11 _ 1�4 ID t 11 _ 8 ID J 11 _141-011. �� ID Y _ STRINGER x _ ILD BUILDINGS. � /� REJ4R _ ,. � � .. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR EXCEED ALL STATE AND Ll OCAL CODE REQUIREMENTS _ .-...... . BEFORE ERECTION. . ., 1 _ 11 55 0 `�00 x 562 1 _ 11 �✓' 0 1 _ 11 0 1 _ 11 11 0 1 11 _ 5 6. 1 11 � — 13 6 1 11 — S ID ,.,. �' 1 n i _ � ID t t i _ 14 6 - _t i L,4DDER w .23 ... 1 11 60 -0 400 X 562 1 II 5 -0 t 11 241-011 1 11 11 -0 1 11 51- 1 II l�h -0 1 II 13-0 1 II -0 1 11 15 -0 LL' 1E THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE ` _ — c!J'�'CUSTOMER - 651-0110f x .625 5'-0" 241-61111 1_ 11 ID: t _ 11 5 6 _ 11 1 ',' ly4 6 1 n — 8 ID , i� _ �' ID 151-611 ; CROSSOVER '—' 30 PSF WIND , o �, oo IID1_ tt 4ID X625 51 —011 251— n 11i —0u 5 1-611 ` 151—_IDn 8 —IDn �—0n 16 — IDli400 PSF/FT SOILS SIGN LOCATION rt - 1 n �5 0 4IDt x .688 1 U 5 ID 1 u 26 0 1 n 11 ID 1 n 5 6 1 u 1�5 6, — 11 8 0 -011 �16 n -6 14 x 48 FULL `FLAG TORSION I R N BACK TO `BACK & 30 V BUILD 1 SID ID 1► 4ID x .ro88 1 5 0 1 26 6 ' li 11.0 1 tl 5 6 161-0118 11 ID II � ID II 16 6 MMETAL-WELD M o � /� R MN _.. TORSION COLUMN R�f-�e� L 50LTS ,v -� MAINTENANCE ' ' LADDER ,w n ,�, ' TEN �2 Y� '�S�E� kl 12 x 14 : • , 1_ 11 85 O 400 x .150 1� II 5 O 1_ 11 2� ID 1_ II 11 0 1_ 11 5 6 1_ II 11Yo 6 1_ II 8 ID '-ID" 1�'-0" PAINT DR. CH q01-0114ID� x .8"t5 1 0 I 1 27 � I 11 0 51-611 I u l�i ID 81-011 11 � m 1� 6 u O PLATFORM `5 v � SPECIALTIESZ _ CN AN VIE+� TORSION TO UPRIGHT CONNECTION-4ID0 8137 N. 83 Ave Peoria, AZx5345F HOLE SIZE DATE: CV 1_ n -011 x X8-5 51-IDn 251-0 1 _6n 1 623-979-1117 Fax 623-979-9722 2/6/00 o i o < � r x 4 �/ �"OCiC SINGLE TO C , Seven Waterfront I Suite 400 S n Wat rf ont P aza Su , 500 Ala Moona Blvd. Honolulu, HI 96813 — n 10ID ID 4Ot x .8�5 1 „ — �✓ ID t n — 2a 0 �` u — 11 ID I n — 5 6 t n — 1!3 6 1_ u — 8 ID - t n t— E ID t —n 18 6 JOB N . 0 _ 00 A SHEET N0. 1 OF 2 ,CfC L - -808-522-94900305 808 526 4113 fax EC 1 12 0 03 L t F I V �� ci o _ n IL � ice- Am .c L O M 8 N V 0 0 i N O a �g N G o, O v 1 . U .» a y (I� 1 �� YY v ( I SIZE. � to SfoN I PAINT 1 2 6 DR. 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