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Home My WebLink About078-010-03736-50-6, 37 t' CHESTER M. STURGEON (3-77— DI f V —0 0 Modified Use Permit to allow an a� D � wrecking yard) 036-5 - 37 00-0870 D �� SCOTT, �GGE CORNER& FEATH RIVER BLVD. � I 7 , i i i 37 39 r L1111111P M9 WTMWI 6/07/2000 14:09 STOTT OUTDOOR ADVERTISING + 5382140 I. Fm NO. 397 D01 Ta Pmo FMW JIM mormw 3,4-2 - 3 2 3 -S tete oou* t3 Mro Department . stole Outdoor A*&bsing PSM 538 2140 DOW June T. 2m 2 Ro Prat Ptah Re Adw =4 Included in dais trIon Is the plot plm vvldM he; been modWed show" the wtback at SD fleet, Pursuant to mW .aonvs> sm wM Sterne Sof thk plot p1m now mee to with planning deparbnent sWeval. Yaw am and oonsldarativn ane numh eppechted. P1se O&AM as tie Wh" M psnnit VM be f6*!/ to be pfalM np. An IN 4i Q MASONRY WALLS N E S W lst Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift COMMERCIAL 036-50-0-037 0 SCOTT, GEORGE CORNER OF OPHIR & FEATHER RIVER BLVD. SIGN FIRE WALLS (Occupancy, Area Propert Gypsum Board V 1st Layer 2nd Layer Walls Ceilings t E f OFFICE COPY ` Address GAS k Meter By Date ELECTRI Meter By D Lq V=OK O = Not OK -= Not Applicable Not Ready COMMERCIAL = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 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-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 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-Backi ng 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. Fi.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. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall- Doc rs-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-Mech. 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 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 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 -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) 0 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 11/22/00 CLIENT: Stott Outdoor Advertising P.O. Box 7209 Chico, CA 95927 PROJECT: Oroville Billboard Sign HNvy 70 & Ophir Rd. Bolt Size Req'd Tension Test Torque Turn of the Nut Impact Test (in dia) (lbs) (ft -lbs) (turn past snug) (sec) %" 12,000 +5% — - 1/3 1" I 51,000+5% I 1/3 DESCRIPTION OF WORK Arrived at job at 0800 hrs. to perform special inspection of high strength bolting at the structural frame and frame to column connections. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are %" & 1" diameter A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers were used in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample of 3 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table 5 will develop a tension not less than five percent greater than the tension required by .Table 4 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was installed and tightened to a snug -tight condition by the contractor prior to tightening. There were a total of 494 —'/2" bolts & 12 — 1" bolts in the structure, all 494 —'h" bolts & 12 — 1" bolts were tightened using the above mentioned procedure. No discrepancies were noted. Based on the above mentioned procedure, it is our judgment that all A325 high structure have been properly tensioned in accordance with the RCSC Specifica contained in the AISC Manual for Steel Construction. _ 062a_RfD D. Lusk Inspector installed in the ral Joints C-038692 Exp. 3/31/01 Staff Engineer 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 (W. (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5t-7541/y)r �• APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUI ING PERMIT p TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2600 FLAIR STREET, CHICO CONT 26,000. CONTRACTOR'S NAME SIOTT OUTDOOR. ADVERT- TELEPHONE 1342-3235 CONTRACTORS MAILING ADDRESS PQ R Q9, CHICO, CA 95927-07209 CONSTRUCTIOAt ENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 168.00 BUILDING ADDRESS CORNER OPHIR & FEAHTER RIVER BLVD. Energy Plan Checking Fee $ OROVILLE PERMIT FEE $ 446.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SIGH 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 INXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �o /l/ Gas piping system t- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V OF' LIE Main Service 20OAORLESS 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 I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BIDS. SO 3.5¢FT. ppµq�IpT MULTI-OUTLE BRANCH CIRCUI TS @7,50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1'50 BAL @ .50 Ex. Occup. PUT ED REESSIp.OE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43 , OO WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation in5ALI,ance carrier and policy number are: Carrier S'1�1A`i i -C,., h Policy Number ► % -7 — O Q (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' compensation provisions of section 3700 of the Labor Code, I shall o with �complywithse provisions. X Date �� % Si nature of Applicant - ❑ Owner ❑ Contractor ❑ Age An OS permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 489/50 HAZ. _ 0. FEES IM FLOOD CDF p EL pp HD This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. )athO� g i fe Receipt No. .Jr WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Teiephone (530) 538-7 �D Q E�ylIT NC APPLICATION AND PERMIT aiCEr, CDH PARCEL NUMRF.i1 -JWNER�� — zONINO BUILDING PERMIT gb TELEPHONE SC. FT. OCC. BUILDING VALUATION :`WNER'SADDRESS OO Ad'^vcwlclb �— --'Moos CONTRACTO• LEUPHONE -30 35 i CONTRACT S MAID DRESS .�I CONS TRUCTION LENDER Fireplace P '-EMAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee b BUILDING ADDRESS Energy Plan Checking Fee $ `AJC I` b dU PERMIT FEE S .50 LOTNO. SUSONISION'SNAME PARCEL MAP PLUMBING PERMIT/Filing Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other 0 Water piping 15.00 SPECIFY Each cias water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel 0 Utilities Installation 13 Other ❑ Building sewer 15.00 Describe Work: Mobile Home I S I G I W 020.00 Vno PER IT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 Main .Service 200A TO 1000A 46.00 NEW CONST. DWF111No CUP. OR AODNS. 6 ACC. BLD S. 3•5¢so. FT. • =CONSMULTI-OUTLET NOlFRESIO.BRANCH QRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. OCCU OUTLET OR FDTTURES BAL20 9 .500I'0 Ex. Occup. OUTLETS RM.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating I Cooling { Hood 6.50 Ventilation PERMIT FEt= S Mobile Home Installation Fee I b Energy Inspection Fee I $ OCC CONST. TYPE TOTAL FEES L4NrJD i I HA2. 0. FEES IMP FLOOD I COF PARCEL I PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date -- PERMIT EXPIRES ON PERMIT APPLICATION DATA SHEET ON OWNER: S ASSESSOR PARCEL NUMBER: 3(6—'.566-039 Proposed Building Use: Cj, Building Inspector: Date: At time of permit applicatio I was advised the following data must be submitted prior to permit process g and/or issuance: Date Received By Wr.OAll items have been submitted. ------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate.------------------------------- 1114. ------------------------------ ❑14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license ap r val from the Ci of Biggs. ----------------- V/1 ------------------ -- -�- ---- __ � ��' ( So �I1�i � IzcZa d od17. Planning approval for�Cbse: S;�r� a��pwco Ser6ACK �o-1b/---- -- (41/00 sa 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑.22. Workers' Compensation carrier and policy number. -------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11). ❑24. Letter of signature authorization. ------------------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. ----------- 026. Letter of intent on building use. -------------------------------------------- 1127. Manufactured Home utility clearance. ------------------------------------- 0 28. Existing violations and/or expired permits.------------------------------- ❑;P�' 0433 A, OGrant Deed, ❑ M.H. Title,❑ Check to H.C.D $ 30. Other: WV hp<iyou issue the permit, process as follows C3 Mail to owner Telephone a 3C -35' and hold for pickup at! S-mucr /2e 517`00 P+�i. to contractor. _ (Date) ❑ Deliver with inspector. T -- Date: Li' Z 5' rry Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Air Po ution Date: By: Copy of plans sent ❑ Health Department, ii Fire Department, ❑ Other: Date: By: dex permit application for the above items numbered: ❑ Plan Check List (r% Additional items required: ,!F Q & OL _ AV PL Hyl Contractor, goer, owner, was advised of the above required data by hone, ❑ mail, ❑ Building Division"counter, by Dates /7 06 —CMWac r, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13 phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D vision counter, by Dat : Plans reviewed by: Date: 7 o Plans approved by: Date: 9 00 Sets of plans on hold in ❑ Plan Cabinet, 11A.P. of Note transfer by: Date: vPn�.0 rte,,., _ nP,,,,-►,,,P„* ,.fr,o.,o�,,.,.,.o..« Ce�.:,.e.. D..:,a:__ „__.__-__ C MMETAL. WELD- - - - MSPECIALTIES-'j COVER SHEET SIZE OF SIGN: id- X 4'S. HAGL: c3 U (ODS WIND LOAD: 3D Rs� ALLOWABLE SOIL PRESSURE: 200 �s STRUCTURE DESIGN: W FAGTO2 O F 2- CENTER CENTER MOUNT PARTIAL FLAG (col. loc.- oc.FULL FULLFLAG (col. 1oc.., - ) EXTENDED FLAG (_col. Ioc.. ) OFFSET V-BUILD ANGLE OR IS-0 FEE' (MAX. OPENING)- -BACK TO BACK OR SINGLE FACE FOOTING DESIGN: �q�F ROUND - x SQUARE _ w N'U 2 dpd0 m SPREAD W * m 0-41284 SPECIAL CONDITIONS: `��,9l 03/31 /03 F0r CIVIL- ' CALIFOQ� TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS - HEAD DESIGN--------- - - - -_- TORSION DESIGN - --- --- - - - - - - - - - - - T- l LTTE C.UUN I i COLUMN DESIGN--------------- --- ' C-t 801LDINGDEPARTh9 S FOUNDATION DESIGN- - - - - - - - - - - - - - - F-i PIPE MOMENT CAPACITY CHART = - - - --- - - - - M-1 S METAL • WELD MSPECIALTIESZd REFERENCE CRITERIA SPECIFICATION JOB TITLE _ 14- * 4-5 ter - JOB NO. SHT GS- I OF CALCULATED BY S i. DATE 3 b CHECKED BY DATE SCALE CODE Iq'i I lV'I3C-, = 30 PSF = FRONT CATWALK - 20'PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT SIGN FACE WT. 5116 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 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) AT28 DAYS Ce = COMBINED HEIGHT, EXPOSURE AND GUST (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH -#2 WITH Fb (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE Nei Psi Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) SEE SOIL REPORT OF UBC TABLE NO. I S -I -A ROUND OR SQUARE CAISSON FTG. qs = WIND STAGNATION PRESSURE AT 30'-0" ALLOWING LATERAL BEARING PRESSURE 2 -' PSF/FT SEE SOIL REPORT OR UBC TABLE NO. 1'2>-(-A j o -O F, C / 4- Wi -r te DESIGN LOADING TA -CFTC rL Or- lZ WIND LIVE DEAD = = 30 PSF = FRONT CATWALK - 20'PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT SIGN FACE WT. 5116 DURAPLY . -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1:0 FOR SIGNS) WIND 1 1 VELOCITY 70 75 80 90 100 110 OVERALL HEIGHT 12.6 14.5. �,qs 16.4 20.8 25.6 31.0 0-15 I 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 1 51.6 30 1.23 21.7 25.0 28.2 35.8 44.1 53.4 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43- 25.2 29.0 32.8 41.6 I 51.2 62.0 80 I 1.53 27:0 31.1 35.1 1 44.6 54.8 66.4 - MMETALw WELD JOB TITLE 1+* 4-5 C MSPECIALTIESJOB - NO. SHT.CS zOF ,Z CALCULATED BY SL DATE 1 S ob CHECKED BY JAC DATE_Z / l / oO JOB. TITLE FC WELD JOB NO. SHT. �pp METAl. CALCULATED BY C DATE ' �06 SPECIALTIES= CHECKED BY DATE SCALE _REFERENCE HEAD DESIGN FRONT CATWALK FRONT CATWALK DESIGN LOAD L.L. = 20 PSF X 3 X 12 (MAX TRIB) = 720# (4 MEN) <,;�200 = 800# (4 MEN/LEDGER) L D.L. STRINGERS - 5.8 X 2 11.6 PLF i GRATING - 3.14 X 3 9.42 PLF i it I , CONN & MISC 2.58 PLF" 3-O I'�1I-Off 23.6 PLF GRATING - SPAN 3'-0" USE AMIGO EXPANDED METAL GRATING CAP - CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14'.SPAN) Mmax=23.6X14"'+20X3X14'=578.2+1470=20481- 2=1024F 8 8 USE 4X3X1/4 LL:V. Fb = 1.024 X 12 - 12.29 KSI 1.0 .'4 MEN LEDGER P = (23.6 X 12) + 800 = 1083.2• (12'TRIB) M = 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) = 3.33'-'. KIN. FLANGE - 3.24/2 X 3 - -.54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP = 10` K > 3.33'_' -ONNECTION DESIGN PER AISC HANGER TYPE CONNECTION _ 'max [.02 (3) 12 + .0236 X 12] X 4 + .009 X 5.5� /2 =.:.4.149 K (12' TRIB) P = 4.149'`' /1.28 = 3.24' /ANGLE 3 X 3 X 1/4 X 4 3/4" 1 3/4" GAGE- WP AGEWP = 3,24/4.75 = .682 KLF;z::�.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" or= 1 - (.625 / 2.375) _ .7368 M = [2.375 (•.25)� X 36]/8 =..668 °( = [3.24/2 X 1.5 / .668)-1] / .7368 = 3.58.. Bc = 1.62 [ 1+`1 + ?7368) C 2.125 .368 ) - 1.90 KIPS FLANGE =8 X 1.90 X�2 125 X 875 1/2 = .2768 IN>.2S (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" DIAMETER A307 BOLTS VMI = 2K Tall = 3.9K TOTE:: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS Y mMETAL • WELD IYSPECIALTIES= REFERENCE HEAD DESIGN REAR CATWALK REAR CATWALK J06 TITLE C 6y 19 -JOB NO. SHT:/17� OF CALCULATED BY Q� `� DATE •' . "! CHECKED BY DATE SCALE DESIGN LOAD L.L.. = 20 PSF X 2 k 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 j< 4 X 3 X 1/4 (MAX 10' SPAN) MAX = 17.2 X 10a + 20 X 2 X 14' = 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 USE W6X9 UNSUP LGHT 2'-6" Mcap = 11'rK > .703' 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 1<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 / 3" - .37' / INCH - USE 3/16".FLANGE CAPS .61 K /IN u IRMETAL • WELD YISPECIALTIES= 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. LENGTH 14'-0" JOB TITLE 408 NO. CALCULATED BY, DATE-Ir.o ` Fo CHECKED BY DATE ' SCALE BACK TO BACK .CATWALKS TO CONNECT BOTH UPRIGHTS' Mmax (30 PSF WIND) X 8 X 142 /2 = 23.52'-'/'2 - 11'.76"-k /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- 23.52' -'r -/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 1 (20 PSF WIND) 15.68 UNBRACED T BOLTS W 1 3 A307 INCR FLANGE W/ 1/3 INCR V WEB THICK 20 PSF 2.8" 1/2"0 4 X LENGTH UPRIGHTS 4' 5' 6' 7' 8' 9' 10' ill 3/16 W/ 1/3 W6 X 9 '14.6 13.3 133 12.7 11.3 10 8.7 8 7.0 STRESS W8 X 10 .21 18 16•.. 7 15.3 14 12 10 - X 1.33 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 CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M17L + Mw)•X 12 = 2T (20"). + 2T (2411) SHEAR/BOLT.= 3.6/8 = .45 k.NEGLIBLE 1,1P�-fir \Nv TOTAL MAY= Mu, + Mwind - ASIC HANGER DESIGN AISC WEB STIF WIND T BOLTS W 1 3 A307 INCR FLANGE W/ 1/3 INCR V WEB THICK 20 PSF 2.8" 1/2"0 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 66 PSF 8.4 1'/2" 8.7 X 1.33 5/16 1/4 �oLTs - 2'/�' MAX• C Al�� MMETAL.WELD wSPECIALTIES' ncrcnc�.c L 3 X 3 X 1/4 STRINGER JOB TITLE 33 JOB NO. ('SHT..± -4 OF CALCULATED BY V ` DATE' CHECKED BY DATE SCALE DESIGN CRITERIA Mmax = (SECT. MOD.) 21.6 X 1..33' STRESS INCREASE 12 'ALLOW STRESS 36 KSI w Mmax X 8 MAX SPACING. m W/ WIND LOAD SPAN a' (FEET) BIAXIAL BENDING - WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L-3 X 3 X 1/4 S -.577 IN3 WT 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX IB 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 11 4.56 11 228 11 2.87 12 3.83 12 .2.28 -12 2.87 13 3.26 13 2.28 13 2.87 14 2.8 142.28 14 2.87 30 PSF WIND 50 PSF WIND I 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 14 .3 .04 14. f 2.73 . MMETAL WELD SPECIALTIEU REFERENCE PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -.BUILD JOB TITLE (O 5 i 144 5A JOB NO. SHT. OF_ Q CALCULATED BY �J 1C _ DATE 12 8 7 CHECKED BY DAT SCALE SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 35 ,507 W12 STRINGER 4 X 4 X .9 X 8- 157 12!:- - (-.Bso+ .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 - 40 4.8 1 5.6 1451# q wlri SEE SHEET H3 Mmax ONE UPRIGHT 1 9.1 50 5.8 6.7 T 1-K M - "M�� YJItj + I -K M 7.4t13 8.4 8 8 8.3 9.2 9.2 10.2ltt71611 10.1 760 5' CANT 10' CANT 15' CANT 20' CANT 25' NOTE: CONNECTION BELOW FOR MIN. FLANGE BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS - u API-� BEAM UNBRACED 5' 10' LT 15' D. 5' 10' L. DEFLECTION INCHES 15' 20' 1 25' 30' 35 CANT LENGTH W12 X 14 33 20 - .05 T.35 - - - - - M D� / CANT - Pr -j DL P(CANT X 12)3 3(29,500) I$M M�pP= INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 X 22 bl 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 .33 175 - - - SPRt;a.D�t� CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEE A30VE q'! rc(L sr MT= 2T(2 ' 3/12) + 2T (27/12) MT /8.313 - TENSION BOLT BOLTSHEAR= 60 X 8 X17.5 /'1.33 X4-= 1.58 K/BOLT FI-NbE T�-iiCt� 1SI�tJ (511) I�st�N 1�isC. �aTs 2)oLT5 (S To' W e4 JIQ11ei1, ioRs-1 M t Nhof WIND T B F T B F T „� "i B TF - 1 T I B I F T B F 2 T B I F 20 3 1/2-.1/4 3.8 1/25/16 4.7 1/2. 5/16 5.511/2 5/16 6.5 1/2 5/16 7.3 1/213/8 30 4 5 16 4.8 I 5.6 1 1 6-.51 115/16 7.4 13/8 8.3 I 1 1- 40 4.8 1 5.6 6.5 7.3 3/8 8.2 1 9.1 50 5.8 6.7 6.6 7.6 3 8 7.4t13 8.4 8 8 8.3 9.2 9.2 10.2ltt71611 10.1 760 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT J./ 4 -- 'j- - X0 L.. --I Ler = 6. b / x 1. 33 = 11. 56 I` /BOLT JOBTfTIE i WELD JOB NO. SHT.S__OF -M ETAL • CALCULATED BY�j C _ DATE OEMSPECIALTIES6 CHECKED BY DATE SCALE REFERENCE _ TORSION '20' V.CONN. 38 1/2 X 38,1/2.CAP PL 12 BOLTS A325 PSF 71 An 60 14 X 48 - 20' V PDL. = HEAD WT CM.=.460 F.F.=.517 (INCLUDES TORSION) �To(2z10P1 P W = WIND LOAD (PSE) 1 41%p HEIGHT M pL– PDL (KLF) [ (d- (d I+ COLO) ]2/2 Mb= MwIZ + Mr 2 2 MWI = PW (KLF) [ (d- (di+ COL+) )2 /2 Mb= Mw2 + Mph 2 M -T = (HEIGHT -1 1/2) (Pw X. (d-(41+COLO) COMBINDED LOADING M b + (Mt )� < 1 r M6 M oa _ OR 1" DEFLECTION DEAD LOAD �CdP NI . MOM- 21 �,� E1J-7 CAP M M M Ne�TU. N4 BOLT . PL FLANGE - .499 603 112 28230 1 1/4 15/16 ljz=Z 409 499 103 19600 1 1/8 7/8 308 379 90 11336 1 3 4 S�S.DDL� /'To (-SIa t - - iD 89 // I 65 — — /'/Z 3/4 1 3/4 11 5/8 lb C� BOLTS ( -l) MAX T=(Mv/d2X 6)+MT/dIX 6 V=�.Mw1 /d.i/2 X .12)+PWX d/12 2 _T=Mwz(MAX)+Mpg/d2X 6 V=PW X 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 =.46M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" �JID7+4 ALL CAPACITY WITH.1/3 STRESS INCREASE *.IF FLANGE OR CAP PL THICKNES < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 40 56 — 1/2 1 3/8 1/2 11 168. 28230 1 3/8 15/16 92 155 19600 1 1/4 7/8 51 135 11336 1 1/8 13/16 30 116 — 1 -3/4. 28 98 — 1 11/16 69 84 — 5/8 1 5/8 9/16 40 224 28230 03 206 19600 1 1/2 15/16 37 180 11336 1 1/4 7/8 93 154 — 1 1/8 13/16' 72 130 — 1 3/4 03 112 — 5/8 1 3/4 5/8 82 280 28230 23 258 19600 30 225 11336 1 3/8 7/8, 62 193 — 1 1/4 7/8 21 163 -- 1 1/8 13/16 40 140 — 3/4 2 111/16 30. 336 28230 50 309 19600 28 270 113361 1/2 115/16 35 1 231 — 1 3/8 1 7/8 72 195 — 1 1/4 113/16 -7Q 1 CQ — .2 //. I o .,. JOB TITLE 5�1 r ' 4-5 E- M ,`*{/gQi JOB NO. ��^^SHT. ' 1 OF METAL • WELa CALCULATED BY J�C' DATE SPECIALTIES' CHECKED BY GATE SCALE, REFERENCE TORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 O QWIO 14 X 48' - 30' V -�-- PpL = HEAD WT CM. 507 F.F. .566 (INCLUDES TORSION) To(LstON PV = WIND LOAD (PSF) x d X j'1=�1 HEIGHT MpV= PpL(KLF) [(d -(dl+ COL+))2/2 Mb= MwI2+ M�jV 2 mw I = .P � (KLF) [ (d- (d( + COL c�) ] "z /2 ':Mb= . Mw2 + M� M = (HEIGHT -1 1/2) (Pw2X (d-(d�+COL l)) 2 2 `O COMBINDED LOADING M b + (Mt )Z < 1 °°. OR 1" DEFLECTION DEAD LOAD MtCQ P I � M M t� BOLT PL FLANG d2�2 PSF o o _ IND "d" Mw Mw hj CAP 20 0 318 71 514 604 108 27320 1 1/4 15/16 5 268 65 425 502 99 19029 1 1/8 7/8 10 204 57 317 377 87 10796 'l 3/4 15 148 49 227 276 74 — 7/8 .11/16 20 102 40 153 .193 61 — 3/4 1 3/41 5/8 22.8 79 36 116 152 54 — 1/2 1 3/8 _1/2 30 0 477 107 514 701 162 27320 1 3/8 1 5 402 98 425 585 149 19029 1 1/4 7/8 10 306. 86 317 441 31 10796 1 1/8 13/16 15 222 74 227 318 111 — 1 .3/4 20 153 60 153 216 92 — ' 1 .11/16 -11 22.8 119 541116, 170 81 5/8 1 5/8 9/16 40 0 636 142 514 818 216 27320 5 536 130 425 601 198 19029 1 1/2 15/16 10 408 114 317 517 174 10796 1 1/4 7/8 15 296 98 227 373 148 — 1 1/8 13 16 20 204 80 153 255 122 — 1 3 4 22.8 158 72 116 196 108 — 5/8 1 3/4 11 16 50 0 795 177 514 947 270. 27230 5 670 162 425 793 247 19029 10 510 142 317 600 217 10796 1 3/8 7/9 15 370 122 227 434 185 — 1 1/4 13/16 20 255 100 153 293 153 — 1 1/8 3/4 22.8 197 90 116 229 135 — 3/4 2 11/16 60 0 954 213 514 1084 324 27320 5 804 195 425 909 297 19029 10 612 171 317 689 261 10796 1 1/2 115/16 15 444 147 227 499 222 — 1 3/8 7/8 20 306 120 153 342 184 _ 1 1/4 13/16 I 22.8 237. 108 116 264 162 3/4____ 3/4 BOLTS( MAX T=(Mpt./dZX 6)+Mt/d, X 6 5Q( I/dI/2 X 12)+PWX d/12 T=Mw2(MAX)+Mpi,/d2X 6 V=PWZX 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" 141 DT44 ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNES < REQUIRED USE STIFFER PLATE SEE SHEET T-2 MMETAL • WELD' IIISPECIALTIES JOB TITLE JO8 NO. S.T. Z3 OF CALCULATED BY DATE f 2 TJ CHECKED BY DATE SCALE REFERENCE COL CAP CONN. COL DIAMETER.+ 2 OR 2 1/2 (14 X 48 SIGN) '\ MIN. 45' SLOPE 1 - - coL• Mb (PLATE) = T X 2"/W = REQ = M X 6 + 27 X 1:33 CENTER MOUNT CAP BOLT TEN. PLATE STIFFNER ND 38 1/2 SO 44 SO THK VELD. THK. . WELD 20 10 9 -1/2 3 8 1/2X8 1/4- 4"30 30 14 13 5/8 3/8 1/2X8 1/4-n •40 17 15 -3/4 3 8' 1/2X8 1/4" 50 20 19 7/8 3/8 1/2X8 -1 4" 60'' 24 22 7/8 3/8 1/2X8 1/4" MIN 450 SLOPE M (PLATE) = T X 4.5/6 .M /W = 11-K/INCH t REQ M X 6 &0 L -Ts 27 X 1.33 0 o �a-)•�IF�N�. FULL FLAG =4 CAP BOLT TEN.. PLATE STIFFNER IND 38 1/2 SO 44 -.-SO THK WELD THK WELD 20 40'� 36 1 45' V 1/2X8 5/16' 30 43 40 1 450 V 1/2X8 5/16 40 46 43 1 1/L 8 45° V 1.2X8 5/16 50 50 46 1 1/4 45° V 1/2X8 3/8 60 53 50 1 1/4 45° V 1/2X8 3/8 '\ MIN. 45' SLOPE 1 0 MMETAL •WELD MSPECIALTIESZd JOB TITLE _ JOB NO. CALCULATED BY CHECKED BY _ SCALE G ��4 �- _ SHT.4 - 1 OF SAC DATE DATE REFERENCE COLUMN 5' - 50' 14 X 48 BACK TO BACK, 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.(HAG:L=+ HEIGHT) . 17' -6" (AT GROUND `LEVEL)'. 2 Ayy Tey COL. MDL = Pdl X.TORS.ION LENGTH/2 (AT GROUND LEVEL) ®W10 �--- Mb Mwl�+ MDLa OR Mw2 + MDL �To�2.SIaj�I (GREATER NUMBER) 'D= 2.4 Mt - Mwl - SHT T-1 Mb + 14011tiT Mb CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL-- I4 (Mt Mt FOR . ) < 1 CAP 1" DEFLECTION-- IND HAGL d Mwl Mw2 MDL DL DEFL Mb Mt I4 ND HALL d Mwl Mw= MDL DL DEI Mb Mt I4 20 5 24 231 0 52 237 0 40 30 24 1303 0 52 1304 0 10 315 0 1 319 35 1t. 1471 0 1472 15 399 0 402 40 1639 0 1640 20 1 4831 0486 45 11807 0 1808 11 25 1 5671 0 569 50 1975 0 1976 30 1 6511 0 653 1 50 5 578 0 I 580 35 1 7351 0 737 10 788 0 I 790 40 1 8191 0 821 15 998 0:= i 999 45 903 0 904 20 12.08 0 1209 50 987 0 988 25 i 11418 0 1419 30 5 347 0 351 30 I 1628 0 i. 1629 10 473 0 476 35 1 1838 0 1 11384 15 1 5991 0 601 _ 40' ` 2048 0 2049 20 1 1 7251 0 1 727 45 2258 0 I 12259 25 1 I 1 851 0 1 853 50 2469 0 2470 30 977 0 1 978 60 5• 694 0 696 35 11103, 0 110410 ! 946 0 947 40 1229 0 230 15• i, 1198 01199 45 1 1135510 1 11356 20 I 1450 0 , 11 1451 50 114811 0 11482 25 1 1702 0 1703 40 5 1 4631 0 1 1-466 1 1 30 1 1954 0 i 1955 10 1 6301 0 1 1.632 1 35 1 2206 0 2207 15 799 A0 801 40 i 2458 0 245.9 2.0 967 0 -968 45 2710 0 2710 25 1135. 0 1136 y 50 -4- 2962 0 ✓ 2962 MMETAL WELD WSPECIALTIES= OLUMN 55---100' HAGL 14 X 48 BACK TO BACK JOB TITLE JOB NO. II SHT. I OF / Q' CALCULATED BY V DATE t 2 V IQ CHECKED BY DATE SCALE Pwl = W X WIND X HEIGHT Mwl - Pwl X (HALL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 coL.. Pw2 = V X WIND X HEIGHT Mwl = Pw2 X (HAGL + HEIGHT) 17'-6'" (AT GROUND LEVEL) 2 nim■■®o■■I�■■�■il■■ MDL - Pdl X TORSION-LENGTH/2 -(o�2.Sioji (AT GROUND LEVEL) D=24 Mb = Mw1 +MDL OR Mw2 + MDL k(011 (GREATER NUMBER-) Mt = Mwl - SHT T-1 Mb + (Mt )2 < 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION nim■■®o■■I�■■�■il■■ • • ■■�r■■■�■■■■� ■■ : � ■■ : ■■�I■■ice■■ : D■■�■� ■■E■■SMMMMI■■M�■■EMERSON : �■■[®� ■ ■■ ■ ■■moi ■■ I n�■� IMMINSENE ■■ • ■■�I■■�il7■■■■ n� 0310 ■■ ■■dZ■■�I■ ■®■■� W7®■■ ■■® I■ ■■®m■■®■■ 0 ■■�■��■■®■■�10�n1��■�■■� MMETAL • WELD WSPECIALTIES= REFERENCE• JOB TITLE ' tt�-- �� JOB NO, SSHL� OF CALCULATED BY DATE L-vr j r CHECKED BY DATE f SCALE 10 o�- 'Fo (:;T- I A.) D t"'ER v a c -0 CL >-j v L A. R kL = M b C F o R a I . P b = Qi C -TZ 0-3:;oo7-!NCs- F�2 R -o c'ti J r_lil r -o DT ! ' pt, � D r •o G N-1 L o &j -r-O 2 C.v T3 g Lo r-o Y SAN �Y CLAY. • • • I Wi mi • ��. . • i • �SEMI • � • • �� ilii : . • • ' r � • ,. iii •• • • i • • ilii � • . • ��i� ' - , ilii � . • , • . � � ilii f �:€� .• � .. �� iiia JOB TITLE t E i 1 T re-& JOB NG. BHT. M-1 OF MMETAL • WELU CALCULATED ICY s DATE 1? SPECIALTIES- . .. CHECKED DATE SCALE REFERENCE M d ►'t E.+� GA•PJi G I I- IES F-0 tZ. P I P'E s =,5= Tr D,4 -DZ) 1NNERtz D, : 0.0. 32 D, Dzs t. o. Fb= .'72- Fj . IF °/r.< 33001F) - F b?o 7-.+=�� 130ooG> °/r > 3300�N D s [; 5TRES5 IMCMEASE) Mb cAP = 5 x Fb x 1.33 i Fv= .4 Fy CII✓i� < F5 SC�/c)r oR Fg2�3 :.FY ( THE LARGER or) 23 800 a>� ll boo! ` °T 6575 q4 4 l yD C p�r) �4 c1T) 3�? CIF �F 415 yD17iS �N D r %! Mtc";P = 1:'Y (2=)x (STRESS INCREASE) =. i.33f 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 20 0.188 35 . 57.4 574 20.2 128.7 14.0. 1.7.8.2. 40.9 39.8 20 0.293 35 61.9 619 20.7 142.1 14.0 192.0 49.5 43.0 .20 0.219 35 66.6 666- 25.2 18.5.9' 14.0 206.6 UNLTD 46.3 II20 0.239 35 72.4 724 25.2 202.3 14.0. 224.8 UNLTD 50.5 l20 0.250 35 75.:6 756 25.2 .211.3 14.0 234.7 UNLTD 52.8 '. `20 0.281 .35 84.6 846• 25.2 236.4 14.0 262.6 UNLTD' 59.2• .120 0.312 35 - 93*.5 935 25.2 261.2 14.0 290.2'. UNLTD 65.7 20 0.344 35 102.6 1026 .25.2' 286.6 14'.0 318.5 UNLTD 72.3 200.375 35 111.3 1113 25.2 311.0 :4.0 345.5 UNLTD 78.7 X20 0.406. 35120.0 1200 25.2 335.1 14.0 372.4 UNLTD 85.1 .20 0..438 35 128.8 1288' 25.2 .359.8_4.0 399.8 UNLTD 91:6. �20 0.469 35 137.3 1373 25.2 383.5 14.0 426.1 .*UNLTD 97.9 20 0.500 35 145.7 1457 25.2 406.9 '4.0 452.1 UNLTD 104.2 20 0.562 35 162.2 1622 25.2 453.1 1.4.0 503.4 UNLTD 116.8 '20 0.625 35 178.7 1787 25.2 499.1 1.4.0 554.6 UNLTD 129.5 20 0.688 .35 194.8 1948 -25.2 544.2 1.4.0 604.7. UNLTD 142.1 20 0.750 35 210.4 2104 25.2 587.7 14,0 653.0 UNLTD 154.4 MMETAL •WELD d MSPECIALTIESZ REFERENCE G i 'r i -s S 1=0 r.,- P PES JOB TITLE r I C -s J08NO. --SHL M-1 OF - CALCULATED *IIY DATE CHECXED By DATE SCALE -...5= lr(DI 4 _ Dt4*) 'WHEPr- D, 0. . 0. -7 32- D, Dz. = 1.0- '50 6 . -7Z -..F (IF D/r.,C 5300/FI) 13000 > > 3300/, N r J-. (5T?,FS5 imcs-reAse). CAP F x F6 x 1-33 I 6575 94 3 FY (T -HE LAPGF-P,..cr-). 'LB800 Il boo 0 "k, rcS75 Tq 4 -(L/O (0/r) F '415 (VD) "Is Mt CAP z (STP,655 IMCREASS) Z) x :DIA WALL Fy s I Fb Mb CAP FV Mt CAP:' L max ' WT/FT in in ks i in 3. in4 ks i. ft k ks i ft k ft #/ft •036 .0.250 35 249.2 4486- 18.6 513.7 14.0 773.4 34.5 95.6 i 36 0.281 35 279.4 5029 1-9.2 593.5 14.0 8E7.1 46.2 107.3 36 ...0.312 35. 309.4 5569 19.7 676.9 14.0 9.E0..2.... 60...0 119.1 �36 i 0.344 35 340.2 6124 20.3 766.5 14.0 1055.9 76.6 131.1 -36: 0.375 35 369.9 6659 2S-21033. S 14.0 114 8.0 95.1 142. 8, -,36" 136 0.406 35''39'9.5 .. 7191 25.2 1115.8 14.0 1229.7 UNLTD 154.5 0.438 35 429 ' .8. 7737 25.2 1200-.5 14.0 133-3.9 'UNLTD 166.5 i36. 0.469 35 459.0 8263 25.2 1282.1 14.0 1424.6 UNLTD 178.2 136 0.50 ' 0 35 488.1 8786 25.2 1363.3 14...0 .1514 . 8 UNLTD 189.8 36 - 0.562 35 545.8 9825 25.2 1524.4 14.0 1693.8 UNLTD 212..9- 3 6 :36 0.625 35 603.8 10868 25.2 1686..4 14.0 1873.8 UNLTD 236.4. .36 -0.65.6 35 632.1 11378 25.2 17'65.5 14.0 1961.6 UNLTD 247..9 136 0.688 35 661.2 11901 25.2 1846.6 14.0 2051.8. UNLTD 259.8 .1-36 0.750 35 717.0 12906 25.2 2002.6 -14.0 2225.1 UNLTD 282.7 ::3 6 --0.875 35 827.8 14900 25.2 2312.0 14.0 25E8.9 UNLTD 328.6 .36. 1.000 35 936.2 16851 25.2 2614.7 14.0 2965.2 UNLTD 374.2 MMETAL m, WELD SPECIALTIES= COVER SHEET SIZE OF SIGN: X HAGL: ST'fd,fzL) too' WIND LOAD:- 30 ALLOWABLE SOIL PRESSURE: C �00 STRUCTURE DESIGN: P4 / =-4�6-11- 0 r- 2z CENTER MOUNT PARTIAL FLAG (Col. loc. FULL FLAG (Col. loc.. EXTENDED FLAG (Col. loc. OFFSET V -BUILD ANGLE OR IS -0 FEET (MAX OPENING) BACK TO BACK OR SINGLE F FOOTING DESIGN: Y ROUND ti SQUARE rn m SPREAD 41284 SPECIAL CONDITIONS: /03 'Civi a -x VO TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - -- - - - - CS -1 HEAD DESIGN- - - - - - - -- - - - - - - - --- - H - I To NCO -0670 TORSION DESIGN - - - --- - - - - T-1 BOVE COUNI-1 COLUMN DESIGNr C -k. 8f0jL-D1NG'bF-PARTmsW11 FOUNDATION DESIGN- - - - - - - - - - - - - - -- A PIPE MOMENT CAPACITY CHART - - - - - - - - - - M-1 030IR-00 MIRMETAL WELD IYSPECIALTIES= REFERENCE CRITERIA SPECIFICATION JOB TITLE _. 14-' k 4-5 T-: r - JOB NO. SHT CS -1 OF CALCULATED BY- S C. DATE 3 b CHECKED BY DATE SCALE CODE: 161 L) '13 C�, 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 - SPREAD FTG. ALLOWABLE BEARING PRESSURE /'J -A PSI SEE SOIL REPORT OF UBC TABLE NO. 18-1-A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 2 i7 - PSF/FT SEE SOIL REPORT OR UBC TABLE NO. I `3 - I -A 00 DESIGN LOADING FAcT 2 Or 2, WIND = 3 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 D 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 1 VELOCITY 70 75 80 90 loo 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 1 329 40.5 49.0 25 1.19 21.0 24.2 27.3 1.34.7 42.6 51.6 30 1.23 I 21.7 25.0 28.2 35.8 44.1 53.4 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 25.2 29.0 328 41.6 512 62.0 80 1.53 I 27.0 31.1 35.1 44.6 54.8 66.4 MMETAL • WELD MSPECIALTIES" JOB TITLE 1+* 4-5 Ch JOB NO. SHT. S -'20F CALCULATED BY SL DATEr S� ov CHECKED BY JAC DATE 2/ 00 MMETAL • WELD ., IYSPECIALTIES' - nc IiC HEAD DESIGN FRONT CATWALK JOB TITLE FC 1 JOB NO. SHT.�_ OF CALCULATED BY �+� C DATE CHECKED BY DATE. SCALE FRONT CATWALK DESIGN LOAD 20 PSF X 3 X 12 (MAX TRIB) = 720# (4 MEN) <5::�200 = 800# (4 MEN/LEDGER) D.L. STRINGERS - 5.8 X 2 11.6 PLF GRATING - 3.14 X 3 9.42 PLF I I I 2.58 PLF' �I-D�� CONN & MISC 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=23.6X140"+20X3 X14a'=578.2+1470=20481-2=1024- 8 8 USEffLL 3X1/4 :V. % = 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) 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 = 10t_K > 3.33'-K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION _ Mmax [.02 (3) 12 + .0236 X 12] X 4 + .009 X 5.52/2 = 4.149 x (12' TRIB) P =. 4:1491`" /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". = 1 - (.625 / 2.375) _ .7368 M = [2.375 (-.25)� X 36]/8 = .668 [3.24/2 X 1.5 / .668)-1] / .7368 = 3.58. Bc = 1.62. [1+( 7368 187.5 l = 1.90 KIPS \1 + .7368) C 2.125 / FLANGE =8 X 1.90 X,2.125 X 875 1/2 = .2768 IN>.25 (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" DIAMETER A307 BOLTS VMII = 2K TRIS = 3.9K NOTE:: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS r JOB TITLE. G JOB NO. SHT. OF METAL ■ WELD CALCULATED BY DATE •' SPECIALTIESZ CHECKED BY DATE SCALE I REFERENCE HEAD DESIGN_ REAR CATWALK REAR CATWALK DESIGN LOAD L.L.— 20 PSF X 2 $ 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 I STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 X 1/4 (MAX 10' SPAN) MAX = 17.2 X 10a + 20 X 2 X 14' = 1230' - #/2 = 630 /STRINGER 8 8 % = .630 X 12/.577 = 13.10 KSI < 2.1.6 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 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 K 2:23/ 2 BOLT / 3" = .37K K / INCH ' USE 3/16".FLANGE CAPS .61 /IN 11-1 3 Z: JOB TITLEY4�C'7 .1✓ JOB NO. 6NL1OF- CALCULATED BY "^ OATE'MMETAL • WELD CHECKED BY GATE 'SPECIALTIES -'j SCALE 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. LENGTH 14'-0" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS' Mmax = (30 PSF WIND) X 8 X 141 /2 = 23.52' K /2 =•11.76" -"•/UPRIGHT (40 PSF WIND) = 15•..67 . (50 PSF WIN)D) = 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 /2-= 23.52'7K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIN])) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 UNBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1 3•INCR V WEB THICK 20 PSF 2.8" 1/2"0 4 X LENGTH UPRIGHTS 4' 5' 6' 7' 8' 1 9' 10' ill 1/4 W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 50 STRESS W8 X 10 •21 18 16•.7 15.3 14 12 10 - 8.4 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 1. U1V 1V C.1,11 V LV CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M pt- + Mw) -X 12 - 2T (20") + 2T (24") SHEAR/BOLT.= 3.6/8 = .45 k.NEGLIBLE LlP�_) iT N TOTAL MI,,wYr Mv, + Mwind ASIC HANGER DESIGN AISC WEB STIF WIND T BOLTS A307 W 1 3 INCR FLANGE W/ 1 3•INCR V WEB THICK 20 PSF 2.8" 1/2"0 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 ETAL.w WELD WSPEGALTIES= HttttitlVl,t L 3 X 3 X 1/4 STRINGER JOB TITLE 15� 3 3 60.'PSF WIND SPAN OR MAX OF CALCULATED BY /� v �` DATE `/ 2 � 7 S CNECXED BY. DATE SCALE. TRIB AREA DESIGN CRITERIA Mmax = (SECT. MOD.) 21.6 X-1:33 STRESS INCREASE ` 12 'CALLOW STRESS 36 KSI w Mmax X 8 MAX SPACING m W/ WIND LOAD SPAN-' (FEET) BIAXIAL BENDING WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S .577 I0 WT- = 4.9 PLF 20 PSF WIND 40 PSF WIND 60.'PSF WIND SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX IB 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 11 4.56 11 2?U28 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 1 2.28 14 2.87 30 PSF WIND50 PSF WIND 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 14 3.04 14. 2.73 MMETAL • WELD SPECIALTIEU - REFERENCE SPREADER 14 X 48 - 6 UPRIGHTS'CONN. CM. FF V -BUILD JOB TITLE )_-144 5A JOB NO. SHT. I OF, CALCULATED BY 9JAC- Q DATE ,2 8 i s CHECKED BY DAA SCALE SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 L. DEFLECTION INCHES 1.5' 20' 25' 30' *507- CANT LENGTH STRINGER 4 X 4 X .9 X 8- 157 ±L-- 6550 + .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 t .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2.5) = 95 - W12 X 35,121 110 104 - 11 .35 - - - - W12 X 40 137 126 126 - IO .33 .75 - - 1451# KI. IN SEE SHEET H3 Mmax ONE UPRIGHT 5.6 6.5 - I -KI -K M?- MWI,I ID + M 3 8 8.2 - T 9.1 50 60 5.8 6.7 6.6 7.6 3/8 7.4 8.4 3/8 3/8 8.39.2_ 9.2 10.2 NOTE: CONNECTION BELOW FOR MIN. FLANGE _ THICKNESS - IF LESS USE 1/4" GUSSETS u �Ar1'K BEAM UNBRACED 5' F 10' IT 15' D. S' 10' L. DEFLECTION INCHES 1.5' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 20 - .05 .35 - - - - - MDL / CANT - Pp ps DL P(CANT X 123 3(29,500) I$M MSP= 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 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 - IO .33 .75 - - - CONNECTION SPR�D�K- CENTER MOUNT, FULL FLAG V -BUILD 436s A3ovo 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 = 1.58 K/BOLT FLA44bE 1-41cy- 1(aN t�sl�N 1�IsC• $drs goL-Ts (S To. 4„ (fs,3 L11�1G 4„' O W Eg jou Mi N- 34 a WIND T B F T B I F T B F T B F_ T B F T B F 20 3 1L2 1 4 3.8 1 2 5 16 4.7 1/215/16 5.5 1/2 5/161 6.5 1/2 15/16 7.3 1/2 3/8 30 4 1 16 4.8 I 5.6 6.5 1 5/16 7.4 13 8 8.3 I 1 7- 40 4.8 1 5.6 6.5 7.3 3 8 8.2 9.1 50 60 5.8 6.7 6.6 7.6 3/8 7.4 8.4 3/8 3/8 8.39.2_ 9.2 10.2 7 16 10.1 7 1 11 5' CANT 10' CANT 15' CANT '20' CANT 25' CANT 30"CANT J./ Lc- 9 oo t..' -I Ler = 25 . 6 / X 1.33 - 11. 56 f' /BOLT 7 JOB TITLE WELD JOB NO, SHT. OFMMETAL ■ CALCULATED BY _ DATE SPECIALTIES' CHECKED BY DATE SCALE REFERENCE TORSION 20' V.CONN. 38 1/2 X 38,1/2 CAP PL 12 BOLTS - A325 C'd" —O 14 X 48 - 20' V N .. Ppb, = HEAD WT CM.=,460 F.F.=.517 � (INCLUDES TORSION)-roRz1pµ P W WIND LOAD (PSE) x 11� to HEIGHT M pL= PDL (KLF) [ (d- (d l+ COL4) ]2/2 Mb= Mw -,z+ Mp? 2 OycIIND MWI = PW (KLF) [ (d- (di+ COL+) ]Z /2 Mb= Mw2 + Mb� d M -T � = (HEIGHT -1 1/2) (Pw X. (d-(d1+COL+)) 110 COMBINDED LOADING Mb + (Mt )� < 1 00 MMtCOR 1" DEFLECTION DEAD LOAD PSF WIND Mw M MLMM6 -TpMoMl- 1 BOLT -CAPLP FLANGE N 20 0 338 481499 603 1112.1 28230 11 1/4 15/16 T 63 coL , :2 F -50O i BOLTS 1 MAX T=(M,7d2X 6)+MT/dyX 6 V=(Mwl /d.,/2 X .12)+PWX d/12 2 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 RISC - USE 4 3/4" WtD- -H ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNES < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 -11/16 1 5/8 9/16 2 15 16 4 7 8T=MwZ(MAX)+Mpg/d2X 8 13/16 3/4 1 3/4 5/8 8 7/8- 4 7/8 8 13/16 2 11/16 2 15/16 8 7 8 4 13 16 3/4 MMETAL • WELD WSPECIALTIE JOB TITLE 1536 JOB NO. SHT. 1 -OF ' CALCULATED BY C' DATE CHECKED BY DATE SCALE 114 REFERENCE. TORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 ZOWl0 14 X 48' - 30' V �--- PpL. = HEAD WT CM...507 F.F. .566 �i (INCLUDES TORSION) ro(2SIOR PV4 = WIND LOAD (PSF) x d x I - toy HEIS MpV= PpL�(KLF) [(d -(d,+ COL+)]2/2 Mb= Mw1, �=..P l,, (KLF) [ (d- (d(+ COLca) 12/2 :'Mb= . Mw2 + 1�IpL yJ1N� �5=2 M = (HEIGHT -1 1/2) (Pw 2 OLO X (d-(dj+C) 4V COMBINDED LOADING M b + (Mt OR 1" DEFLECTION DEAD LOAD P MtGQ PSF ' -M CAP o C - G a. ND "d" Mw Mw � M M BOLT 'PL FLANG as=2. .,., I n I e, a -7, 1 C, /. I EA/. , AO 7'717/1 1 1 1 /L I 5 1536 130 425 601 1 198 1902 10 1408 114 317 517 174 1079 15 1296 98 227 373 148 — 20 1.204 80 153 255 122 — 22.8 158 72 116 196 108 — 50 0 1795 1771514. 947 270 272= 5 16701162 425 793 247 190,' 10 1510 142 317 600 217 1075 15 1370 122 227 434 1851- 20 1255 100 153 293 153 — 22.8 197 90 116 __i29 135 — 60 0 954 213 514 1084 324 273; 5 804 195 425 909 297 190; 10 612 171 3171 689 1 261107! C' /././. 1/.7 n77 x.00 777 - 1 20 1306 1120 1153 1.342 1 184 _ 1 1/4 1 113/1 b-) R -A-7 11oR I 11r I )r.[L i ir.9 1 3/4 1 1 3/4 C O (,, 'op-41aF >43?S P�OI�TS 5�2 BOLTS Ol MAX 2s T=(Mph/dZX 6)+Mt/d, X 6 VV=(Mwi/d,/2 X 12)+PWX d/12 T=Mw?(MAX)+Mp1,/d2X 6 V=PWZX V/12 BOLTS TALI --(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" WIOT44 ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNES < REQUIRED USE STIFFER PLATE SEE SHEET T-2 MMETAL WELD MSPECIALTIESZ JOB TITLE JOB NO. SHT.Z3 OF CALCULATED QQ Q BY J� DATE. • CHECKED BY DATE SCALE REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) '\ MIN: 45" SLOPE COL • . Mb (PLATE) = T X 2"/W = REQ .=M X 6 eYj L7S + C a L. CAF, L-AT� 27 X 1.33 0`0 I CENTER MOUNT CAP BOLT TEN. PLATE STIFFNER 38 1/2 S 44 SO THK WELD. THK . WELD ND 20 101K 9K 1 2 3/8 1/2X8 1/4" 30 14 13 5/8 3/8 1 1/2X8 1/4-n •40 17 15 3 4 3/8 1/2X8 1/4" 50 20 19 7/8 3/8 1/2X8 1/4" 60 ' 24 22 7/8 3/8 1/2X8 1/4" T MIN 450 SLOPE M (PLATE) T X 4.5/6 - CDL. .M /W = 11-K/INCH t REQ M x 6 PCO L-T rLA-T E-7- 27 X 1.33 0 FULL FLAG CAP BOLT TEN., PLATE STIFFNER IND 38 1 2.S .4-4-..SQ-THK WELD THK WELD 20 40" 36 1 450 V 1.2X8 5/16 30 43 40 1 450 V 1/2X8 5/16 40 46 43 1 1/8 450 V 1.2X8 5/16 50 50 46 1 1/4 450 V 1/2X8 3/8 60 53 50 1 1/4 45° V 1/2X8 3/8 '\ MIN: 45" SLOPE lIIMETAL WELD WSPECIALTIES= REFERENCE COLUMN 5' -.50' 14 X 48 BACK TO BACK, JOB TITLE - 14-4�874 JOB NO. S"HT. --� OF CALCULATED BY 'GATE T� 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 (HAGI: + HEIGHT) 17'-6" (AT GROUND LEVEL)A 2 ,:N COL. MDL = Pdl X XORS.ION LENGTH/2 (AT GROUND LEVEL) 4) w1 0;;,. Mb - Mwe+ MDe Ok Mw2 + MDL �`�o�S I n I•I (GREATER NUMBER) D= 24 Mt = Mwl - SHT T-1 Mb + (Mt ) < 1 i�j0111Y 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION m.©�®o®®eo■I��®moo®�� iimii WOME ■�■i■ii■i■�■■ • mm: Ell : mm m IMIMENSME MEN Ell mm Mil ©u®v■■®■1�1�■fin .: oEll MM . • Ell Ell ■■®n • • �■� • I■!® ■1 ■■MUM■■ mm Ell ■■NIMME �®moi �n . • mm ■1 ■gym■■��®��1�1 •� ®■n •• �■ ••• ■� ■MUMME ■1�1■■®® • : �■■ • • ■1 MINUMME mn®■1 MIMME nmm■1 ��■��■■ • ' ■1-I■■®n • MEN ■i mMETAL • WELD WSPECIALTIES OLUMN 55-100' HAGL 14 X 48 BACK -TO BACK JOB TITLE JOB NO. SHT. OF Q' Q CALCULATED BY DATE CHECKED BY DATE SCALE mmm Pwl = W X WIND X HEIGHT Mwl = Pwl X (HAGL + HEIGHT) ffi i 17'-6" (AT GROUND LEVEL) 2 COL.- Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) n 17'-6'" (AT GROUND LEVEL) 2 • . n■■■is�n®o■■®■■■■ ■■NS■■■EMEMIN • MDL = Pdl X TORSION LENGTH/2 • • ■■�©■■�■■■■ (AT GROUND LEVEL) P --2A K II,�l l til D Mb Mwl + MDL OR Mw2 +. MDL Moll ■■■m■■ • (GREATER NUMBER) WMEMENONINME e■��e■■■�■■� Mt = Mwl - SHT T-1 Mb + (Mt )2 < 1 ■■im■■ Mb CAP Mt CAP i■MO®■■ .: AIXAL LOAD - NEGLECTED . • ■■■■ ONIMMIN HAGL HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION 111MEOMmm mmm ffi i tea®®mei® n • • ■■®ane • . n■■■is�n®o■■®■■■■ ■■NS■■■EMEMIN • o■■�■■■■■i�■■i • • ■■�©■■�■■■■ ■■■m■■ • • WMEMENONINME e■��e■■■�■■� ■■im■■ ■■imm■■ i■MO®■■ .: r■■■ . • ■■■■ ONIMMIN ==[MEN 111MEOMmm ::: �■■■■� ■M • • ■■ . •rte■■ .. • ■■■■■ . Em • : o■■ • : ■■■■ ■■m■■n®■■■■■i■■■�■■�e■■SMne ■� ■■ ■■ _ : ■■■■n■■■�■■®mm■■ma■N WE®■■ . • mN . , : ■■■■I ONEM■■ I ■■RMnOMENl ism■■®m■■®■■■■■■ m 000=00 • : es■ • : ■■■■i ■i■■ . ■■ ■:. , ■■■■■o■■■ • • ■■ ■mm■� ■■EMS■ ■■ • :. ■■■■■1■■■lm■■ ■EM ■■mn ■�■se■■■i . ®■■®o■■®■■■E■■ ■■i■n■■ ■■ . ■■■■■i■■ ■■ .. a■■�■■■■ ■ n ■ ■■ONINE1■■OM■■ ■■I�1000001 ■■■ ONE somm • ■■■■■�■■■mi■■ o■■ • n■■■■ WEEIEOMIE�NNN ■�■■■■®■■■■■i■■■s■■ ®■■�■i■■ MEEM�m I0010== M ■ m■■om■■� MM'ETAL • WELD WSPECIALTIES= REFERENCE JOB TITLE ��- �� • . JOB NO. CSHT. I OF CALCULATED BY DATE ' r CHECXEO BY % /.L'-" DATE SCALE Fo p T- 1.4-1 G—G— S (G�nl`gr D t7 u 3 G Fp Q M U L, A D G— �7-E+ 'O TT l z(�t R Fo az n P c �, = br4ti-t,F= 7:;ooTINc- F'o2 Flo c, tiJ zz oT l A- Z ' pb, ��- �l h-cc—Nlc�oN 02 cj S ,A-R.r &XZ,— C.7',4,7:5r,0 cJ3-1-A. u3c-J r=o ►� cc -Ay, GC -,Y.. 'n,, , - , 2 ks•��-�t- e a __ �� MMETAL • WELD" MS-PECIALTIES' REFERENGJ= M o y.1 EA- GAf-li' G I t I E S �O T2.. P I P -c -S JOB TETLE. 1 E G4�,dG T JOB NQ SHT. M � I OF CALCULATED Ely S li DATE � CHECKED BY _ DATE SCALE `5= 117(1),4 -DZ) /HERE DI = 0.0. 32 Dt Dz= I. D. Z O 'F6= .72 F� (IF °/T.< 33001FI) b 66p T'-4-F� (IF -1300 0 G> > 3'300/'3N ;F MbCINP= 5xF6xI.33� 5TRE59 INCftEHSE) - Fv : - 41= CI ( THE IARGER OF) 23 800 IE b°a _ a 6975 _ q9 4' ' a ` Mt Fy (2I) - (5TRE55 AXICREASE) t. : X 1-53 F 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 . 20 0.188 35. 57.4 574 20.2 128.7 14.0.. 1.7.8.2, 40.9 39.8 ` 20 0.203 35 61.9 619 2.0.7 142.1 14.0 192.0 49.5 43.0 .20 0.219 35 66.6 666, 25.2 185.9. 14.0 206.6 UNLTD 46.3- II20 0.239 35 72.4 724 25.2 202.3 _.4.0 224.8- UNLTD 50.5 l20 .0.250 35 75..6 756 25.2 .211.3 14.0 234.7 UNLTD 52.8 `20 0.281 .35 84.6 846 25:2 236.4 14.0 262.6 UNLTD 59.2 .} 20 0.312 35 93.5 935 25.2 261'.2 14.0 290.2'. UNLTD 65.7 i. 20 20 0.344 35 102.6 1026 •25.2 286.6 14.0 318.5 UNLTD. 72.3 0.375 35 111.3 1113 25.2 311.0 :4.0 345'5 UNLTD 78.7 !20 ,.20.' 0.406. 35 120.0 1200 25.2 335.1 1 4,.0 372.4 UNLTD 85.1 0.438 35 128.8 1288 25.2 .359.8 '_ 4.0 3.99.8 UNLTD. 91.6.. 1.20 0.469 35 137•.3 1373 25.2 383.5 14.0 426.1 . UNLTD 97.9 20 0.500 35 145.7 1457 25.2 406.9 -,4.0 452.1 UNLTD 104.2 20 0.562 35 162.2 1622 25.2 453.1 1.4.0 503.4 UNLTD 116.8 .20 0.625 35 178.7 1787 25.2 499.1 1.4.0 554.6 UNLTD 129.5 20 0.688 .35 194.8 1948 -25.2 544.2 1.4.0 604.7 UNLTD 142.1 20 0'.750 35 210.4- 2104 '25.2 587..7 14.0 653.0 UNLTD • 154.4 MMETAL • WELD MSPECIALTIESZ, JOB TITLE JOB NO. SHT. M-1 OF CALCULATED IIY DATE (� CHECKED BYE DATE SCALE .REFERENCE Mort - GAP/s'GIt,I'ES I P, r_ -S 5=-T(D,4-DZ ) INHERE D1 _.0.'0. 32 D, (.1 F °/r < 33 00/F�) ¢-F,� (�r- 13000 > > 33oo/F�i.. 5TRfi52- 114CMEASe) Mb CAP SxFbx1.33'� fo575 94 238oa 11 boo•. _ Fy = <TRE LARGER or-). ori D GS7s q9 4 1 Lac°fir)%. °/T)3/2 �IF �T i F4/s �yc)�s . ��z/s) FItCAP = F`r (2=) X 1.33-(sTRl:ss INCREASE /2) 12 DIA WALL Fy s I Fb Mb CAP do in ks i in3 in4 ks i. ft k 46.2 107.3 14.0 9.E 0 ..2... 60....0 119.1 14.0 36' .0.250 35 249.2 4486- 18.6 513.7 36 0.281 35 279.4 5029 19.2 593.5 36....0.312 14.0 35. 309.4 5569 19.7 676.9 36 0.344- 35 340.2 6124 20.3 766.5 36. 0.375 35 369.9 6659. 29•2 10-1, S 36 136 0.406 35 '399.5. 7191 25.2 1115.8 282.7 0.438 35 429.8. 7737 25.2 120,0.5 36. . 0.469 35. 459.0 8263. 25.2 1282.1 36 0.500 35 488.1 8786 25.2 1363.3 :36. 0.562 35 545.8 9825 25.2 1524.4 136 .0.625 35 603.8 10868 25.2 1686,,4_ .36 -0.65.6 136 35 632.1 11378 25.2 1765.5 0.688 35 661.2 11901 25.2 1846.6 •36 0.750 35 717.0 12906 25.2 2002.6 :36 -0.-875 35 82.7.8 14900 25.2 2312.0 36 1.000 35 936.2 16851 25.2 2614.7 Fv Mt CAP:' L max' WT/FT ksi . ft k ft #/ft 14.0 77 3..4 .....34.5 95.6 14.0 867.1 46.2 107.3 14.0 9.E 0 ..2... 60....0 119.1 14.0 1055.9 76.6 131.1 14.0 1148.0 95.1 142.8 14.0 1229.7 UNLTD 154..5 14.0 1323.9 UNLTD 166.5 14.0 144-14.6 UNLTD 178 . 2 14..0 .151 4.8 UNLTD 189.8 14.0 1693.8 UNLTD 212.9- - 14.0 1873.8 UNLTD 236.4. 14.0 19E1.6 UNLTD 247.9 14.0 2051.8- UNLTD 259.8 14.0 2225.1 UNLTD 282.7 14.0 25E8.9 UNLTD 328.6 14.0 2905.2 UNLTD 374.2 MR IAL • VVhLU TABLE OF CONTENTS' CRITERIA - - - - - - - - - - - - - - - - - - CS -11 HEAD -DESIGN- - - - - - - - - - - - - - - - - _ H -I To N -s TORSION DESIGN - -.- -- - - - - - -.- - - - -T-L T-3 COLUMN DESIGN ------------------ C_t. bUT"LLUUIv i i FOUNDATION DESIGN- - - - - - - - - - - - - --PILDING DEPARI'M1°P PIPE MOMENT CAPACITY CHART - - - - - - - - - - ,M -t 03IQ-00 :r' SPE,CIAITIEU COVER SHEET SIZE OF SIGN: I X �$ HAGL : 5' RU 100' WIND LOAD: 3o Ps� ALLOWABLE SOIL PRESSURE: 1L00Ps4/f�- C x.00 r f l:Ft STRUCTURE DESIGN: W FACTo-R OF Z) x' CENTER MOUNT PARTIAL FLAG (col, loc. ) FULL FLAG (col. loc..- ) EXTENDED FLAG (Col. loc.) OFFSET V -BUILD to ANGLE OR IS -0 FEET (MAX, pp.NING)- BACK TO BACK OR SINGLE FAC FOOTING DESIGN:- ESIGN:ROUNDGO ROUND SQUARE - VAU m SPREAD * 0.41284 ��OC3IV SPECIAL CONDITIONS: . I 11- TABLE OF CONTENTS' CRITERIA - - - - - - - - - - - - - - - - - - CS -11 HEAD -DESIGN- - - - - - - - - - - - - - - - - _ H -I To N -s TORSION DESIGN - -.- -- - - - - - -.- - - - -T-L T-3 COLUMN DESIGN ------------------ C_t. bUT"LLUUIv i i FOUNDATION DESIGN- - - - - - - - - - - - - --PILDING DEPARI'M1°P PIPE MOMENT CAPACITY CHART - - - - - - - - - - ,M -t 03IQ-00 :r' MMETAL • WELD momSPECIALTIEVO REFERENCE CRITERIA SPECIFICATION. Jos TITLE 14 - JOB 4 - JOB NO. SHT GS -1 OF CALCULATED BY S L DATE 3 b CHECKED BY DATE SCALE CODE. IgLl'-7 V73c-- WIND VELOCITY STEEL ASTM A-36 FY = 36 KSI 75 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 16.4 (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 Fa (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE 'Q-A PSI 24.3 SEE SOIL REPORT OF UBC TABLE NO. I5 -1-q 38.0 ROUND OR SQUARE CAISSON FTG. 20 ALLOWING LATERAL BEARING PRESSURE 2 t7 -� PSF/FT 19.9 SEE SOIL REPORT OR UBC TABLE NO. I t> - I -,4 DESIGN LOADING 'F,4,c.;rD rt Or 2 WIND = 3 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 Wr. - 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. EXPOSURE C (OPEN COUNTRY) p:= Ce Cq qs I p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) OVERALL HEIGHT WIND VELOCITY 70 75 80 1 90 100 1 110 qs Ce 12.6 14.5 16.4 20.8 25.6 31.0 0-15 I 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 229 ' 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 426 51.6 30 1.23 21.7 25.0 28.2 35.8 44.1 53.4 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 25.2 29.0 32-8 41.6 51.2 62.0 80 I 1.53 27.0 31.1 1 35.1 1 44.6 54.8 66.4 IIIMETAL w WELD:' , YISPECIALTIES= JOB TITLE 14-X 4-5 Ch JOB NO. - SHT.C4-20E- CALC * CALCULATED BY SL DATE'2/1 S71 00 CHECKED BY . JAC DATE __I�t Po MMETAL'a WELD WSPECIALTIES . nGrCn C1YVC HEAD DESIGN FRONT CATWALK Joe•nTLE • FC 6i::fA JOB NO. SH, OF CALCULATED BY �+� C DATE ' V CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. = 20 PSF X 3 X 12 (MAX TRIB) = 720# '(4 MEN)_ <1::- 200 = 800# (4 MEN/LEDGER) D.L. STRINGERS - 5.8 X 2 11.6 PLF i GRATING - 3,14 X 3 9.42 PLF CONN & MISC 2.58 PLF' T 3^U D�� 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 14'' + 20 X 3.'X le- 578.2 + 1470 = 2048'-42 -. 1024- �- 8 8 USE - Fb = L -024 -X 12 - 12.29 KSI (S = 1.0 IN ) 1.0 LEDGER P = (23.6 X 12) + C4 MEN.800 = 1083.2* (12'TRIB) M = 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) = 3.33i-' MIN. FLANGE - 3.24/2-X 3 ---.54 KIIN USEW6 X 9 UNSUP'. LENGTH 5'-0" 16FLANGE USE 3 " � `'" / � M CAP = 10 > 3.33`-" CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax [.02 (3) 12 + .0236 X 12] X 4 + .009 X 5.5a /2 4.149�-K (12' TRIB) P - 4.149'`" /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" � = 1 - (.625 / 2.375) _ .7368 M = (2.375 (-.25)->'X 36]/8 = .668 °t = t3.24/2.X 1.5 / ,6681)-1] / .7368 = 3.58- Bc = 1.62 [1+( + ?7368 J ( 2.125) - 1.90 KIPS - FLANGE =8 X 1.90 X 2 125 X 875 1/2 = .2768 IN>.25 (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" DIAMETER A307 BOLTS V&,► = 2K TR,i - 3.9K NOTE:: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS mMETAL WELD lYSPECIALTIES= HtttHENC;t HEAD DESIGN REAR CATWALK JOB TITLE C 6v 19 , JOB NO. SHT. 7T- 4- OF CALCULATED BY ,Q� `� DATE •� "{ � • CHECKED -BY DATE SCALE REAR CATWALK DESIGN LOAD L.L. = 20 PSF X 2 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 j< 4 X 3X 1/4 (MAX 10' SPAN) MAX = 17.2 X 10a + 20 X 2 X 14' = 1230' - #/2 = 630/STRINGER 8 8 % = .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 USE .W6X9 .UNSUP LGHT 2-.'-6" Mcap = 11rrK > .703'-� 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 1<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 / 3" _ .37' / INCH USE 3/16".FLANGE CAPS .61 K /IN <_ MMETAL WELD WSPECIALTIES= REFERENCE 14 X 48 6 -UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE i 9 N 5+�-tC 77 t✓ JOB NO. SHT. 7T- _..Of CALCULATED BY, DATE I CHECKED BY DATE - SCALE DESIGN CRITERIA 14 X 48 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 /Z = 23.52'`K/2=•11'.76F'k/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-= 23.52,x /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN. CONN. BELOW OR (60 PSF WIN])) 47.04 1/4" 'GUSSETS (20 PSF WIND) 15.68 UNBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR G WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 LENGTH UPRIGHTS 4' 5' 6' 7' 8' 9' 10' ill 40 W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 1/2" STRESS W8 X 10 21 18 16•.7 15-.3 14 12 10 - 5/16 INCREASE W12 X14 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 CONNECTION " CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS -(.Mpt- + Mw) -X 12 2T (2011) + 2T (24") SHEAR/BOLT.=-3.6/8 = .45k.NEGLIBLE u I N TOTAL Mwxvc Mv, + Mwind ASIC HANGER DESIGN i•AISC WEB STIF Yq I � WIND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR G 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 66 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 JOB TITLE ' METAl - JOB NO. SHT � -4 OF WELD, CALCULATED BY v ` DATE SPECIALTIESz' CHECXED BY DATE i SCALE: .. REFERENCE L 3 X 3 X 1/4 STRINGER DESIGN CRITERIA Morax (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 "'(-'-ALLOW STRESS 36 KSI w Mmax X 8 MAX SPACING m W/ WIND LOAD SPANa(FEET) BIAXIAL BENDING WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 60. PSF WIND SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX IB 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 11 4.56 11 M 8 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 30 PSF WIND 50 PSF WIND 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 14 3.04 14 2.73 k MMETAL • WELD Sl ECIALTIEla= REFERENCE SPREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -.BUILD JOB TITLE P JOB NO. SHT. 5 OF CALCULATED BY AJC DATE CHECKED BY DAT SCALE NOTE: CONNECTION BELOW FOR MIN. FLANGE _ BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS Mcb��-K BEAM SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 W12 X 14 33 *507 - .05 .35 STRINGER 4 X 4 X .9 X 8- 157 W12 X 16 40 21 - .04 .30 - - - - L. - (-,350+ .57) (CANT + 1.33) + UPRIGHT 22"X 17.5 = 385 W12 X 30,103 94 68 - .13 .42 - - - .(.385) (CANT + .5) + ,188 (CANT + 4) CATWALK (23,6 + 2 X 17.2) 8 = 464 1 13/8 13/8 275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2.5) = 95 15' CANT '20' CANT 25' CANT 30' CANT 1451# SEE SHEET H3 Mmax ONE UPRIGHT M -r g I-+ M' -K T �Etlb?�I 5'- 10' 15' 20.E 25' 30' WI _ MOIL M. I MT M"' IM..,, MT N, M... I M N(-. I M-.. I m_ I u-. t .,_.. ._ ._ NOTE: CONNECTION BELOW FOR MIN. FLANGE _ BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS Mcb��-K BEAM UNBRACED 5' 10' LT 15' D. 5' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 20 - .05 .35 - - - - - M pL / CANT - P ps DL P(CANT X 12)3 3(29,500) I6M MSP= INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 X 22 61 40 .65 - - - - W12 X 26 89 74 56 - IS 49 - - - - W12 X 30,103 94 68 - .13 .42 - - - - W12 X 35,121 110 104 - 11 .35 - - - = W12 X 40 137 1126 126 - .10 1 .33 .75 - - - sfR��K- CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEE A30VE MT = 2 T (23/12) + 2T (27/12) MT /8.313 -TENSION BOLT BOLT SHEAR = 60 X 8 X 17.5 /-1.33 X 4 = 1.58 K/BOLT F1-�4IGk If"N t�sl�N Aim. I3�Ts 3 50t,T5 (8 TO' Ll r c W Eg 1011,0 -roRsl MI N- &,4.&1 WIND 20 T B F A 1/2 1/4- T B I F 3.8 1/2 15/16 T 4.7 1/215/16 B F T I B F 5.5 11/2 5/1.6 T 6.5 1/215/16 B 1 F T B F 7.3 1/2 38 30 4 1 5/16 4.8 5.6 1 1 1 6.5 1 5/16 7.4 1 3/8 8.3 40 4.8 5.6 6.5 7.3 3/8 8-.2 9.1 50 60 5.81 6.7 y 6.67.4 7.6 3 8 8.4 1 13/8 13/8 8.3 9.2 9.2 10.2 17/16 10.1 7,116. ill - y 5' CANT 10' CANT 15' CANT '20' CANT 25' CANT 30' CANT % ear - 0-0/ 4 J..3,5 = 11.56 r- /BOLT MM,ETAL • WELD YISPECIALTIES .IOB TITLE JOB NO. SHT. _T- i -OF CALCULATED BY�7 C _ DATE 2 ✓ / CHECKED BY DATE SCALE ncrcncw�c . ORSION 20' V.CONN. 38 1/2 X 38,1/2 CAP PL 12 BOLTS.- A325 PSF I *m T -.TT" 4 —�O w KD 14 X 48 - 20' V PDL. = HEAD WT CM. -.460 F.F.=.517 N (INCLUDES TORSION) `To(2zl�hl P W- WIND LOAD (PSE) x 11� � HEIGHT M pL= PDL (KLF) [ (d- (d l+ COL4 ) ]2/2 Mb= MwiZ + MC:,?? 2 MWi = PW (KLF) [ (d- (d,+ COL+ ) ]2 /2 Mb= mw,-.+ MpL 2 M -r' = (HEIGHT ,-1 1/2) (Pw X. (d-(dI+COL+)) 2 `O COMBINDED LOADING M b + (Mt ) < 1 0 o e o OR 1" DEFLECTION DEAD LOAD MtcAP fYA o JLMMb6""lwMOM- CAP M fWP_ . N4 BOLT _ PL FLANG o 0 0 0 -4991 603 1 112 --2-8230-'Il 1/4 15 16 lZ=Zl /_A/1 / nn , nn , ^i-- , , ... _ ._ ay 40 bJ I- 56 — 11 168. 2823 92 155 1960 51 135 1133 30 116 — 28 98 — 69 84 -- 40 224 2823 03 206 1960 37 180 1133 93 154 — 72 130 — nA 111) — �P 11/16 BOLTS O MAX T=(Mr.,/42X 6)+M,/d,X 6 V=�Mwl /d.,/2 X .12)+PWX d/12 2 T=Mw-2(MAX)+Mpg/d2X 6 V=PW2X V%12 BOLTS TALK -('55 X 1.33 - 1.8fv) (BOLT AREA) TALI:> 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." I,JID-f+4 ALL CAPACITY WITH.1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNES < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 1 5/8 9/16 2 15 16 4 _-7/8 8 13/16- 3/4 1 3/4 5/8 8 7/8* 4 7/8. 8 .13/16 2 11/16 2 15/16 8 7/8 4 13/16 a. << MMETAL • WELD WSPECIALTIES= JOB TITLE 48 JOB NO. SHT. OF/ Q, CALCULATED BY C' DATE CHECKED BY DATE SCALE REFERENCE 'ORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 t� O 2 10 14 X 48' - 30' V m �--- PpL,= HEAD WT CM. .507 F.F. .566 (INCLUDES TORSION) To(Lsl Pt4 Py,� = WIND LOAD (PSF) x d x j'1=�o1 HEIGHT MpV= PpL(KLF) [(d -(dl+ COL+)]2/2 Mb= Mwl2+ M�j� 2 Mw11 P pi (KLF) [ (d- (d(+ COL 4�) ] 2 /2 ':Mb= . Mw2 + MpL M (HEIGHT -1 1/2) (Pw X (d-(d,+COL j)) I2 2 COMBINDED LOADING M b + (Mt )�' < 1NQky00 0 o _ N o M OR 1" DEFLECTION DEAD LOAD ICA. MON- CAP o 0 0 0. D "d" Mw Mw L_ M M BOLT PL FLANGECbz=2. 0 318 71 514 604 108 27320 1 1/4 15/16 5 1268 65 425 502 99 19029 1 1/8 7/8 S6•ppL>< �To P-SIa N - - - -- --- --- .._ .. w_w i n /I fO /41- B 611- 52 54 — )l 162 27321 35 149 1902' +l 13'11 1079, L8 1.111— L6 92 — 70 811- 18, 2161 2732 D1 1-981 1902 17 1741 1079 73 1481- 55 1221- 96 108 — 47 270 2723 93 247 1902 00 217 1079 34 185 — 93 — 29 L324 — E27322 84 09 2971 1902 ,89 261 1075 -99 222 — 42 184 — 4 coL , L6 BOLTS (D MAX L-6_ T=(Mph/dZX 6)+Mt/d, X 6 V=(Mwi/d,/2 X 12)+PWX d/12 L6 2 B T=Mw-2(MAX)+Mpl,/dZX 6 16 V=PWZX V/12 BOLTS TALL --(55 X 1.33 - 1.8fv) 16 (BOLT AREA) TALL >.T AISC TABLE 1.6.3 CAP PL M=T 8 3 X 5 8* t REQ = 6M/27 X 1.33 Tb 16 FLANGE -SEE HANGER CONNECTION 4 AISC - USE 4 3/4" W iDT4 16 ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNES 16 < REQUIRED '8 IUSE STIFFER PLATE '16 I SEE SHEET T-2 1 _ JOB TITLE cc 14� WELD JOB NO. SNT. LOFMMETAL ■ f CALCULATED BY J� DATE 2 wwww'SPECiALTIES CHECKED BY DATE SCALE REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) '\ MIN 45" SLOPE Mb (PLATE) = T X 2"/W = REQ M X 6jL'[S 27 X 1.33 y1= Io►� o:o (�� -rl�FN�(L CENTER MOUNT CAP BOLT TEN. PLATE STIFFNER ND 38 1/2'SQ 44 SO THK WELD. THK . WELD 20 ' 10 9K 1 2 V8 1/2X8 1/4" 30 14 13 5/8 3/8 1/2X8 1/4-"- 4"17 17 15 -3/4 3 8- 1/2X8 1/4" 50 20 19 7/8 3/8 1./2X8 1/4 60 - 24 22 7/8 3/8 1/2X8 1/4" T MIN 450 SLOPE M (PLATE) - T X 4.5/6 COL. .M /W = 11-K/INCH t REQ M X 6 O l -Ts -}- -COL . r -& f=:- I LA7 E 27 X 1.33 O FULL FLAG - =4 CAP BOLT TEN., PLATE STIFFNER IND 38 1 2 SO 44. -SO THK WELD THK WELD 20 40" 36 1 450 V 1/2X8 5/16 30 43 40 1 450 V 1/2X8 5 16 40 46 _ 43 1 1/8 450 V- 1. 2X8 5/161 50 50 46 1 1/4 45° V 1/2X8 3/8 60 53 50 1 1/4 45° V 1/2X8 3/9 '\ MIN 45" SLOPE m ETAL • WELD lIISPECIALTIES JOB TITLE 14.4 � !�T JOB NO. 4:20 OF/ CALCULATED BY `jS�HJT.. S�.C�� DATE 2 CHECKED BY DATE SCALE REFERENCE COLUMN 5' - 50' 14 X 48 BACK TO BACK 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 (HA -GL-;+ HEIGHT) 171-61, (AT GROUND LEVEL)'. 2 COL. MDL - Pdl X .TORS.ION LENGTH/2 (AT GROUND LEVEL) Mwl�+ MDLa OR Mw2 + MDL -(o�Sl njJ (GREATER NUMBER) D= 24 N O I IP:D ,Mt Mwl - SHT T-1 Mb + (Mt ) < 1 - Wil riT Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL- I4 FOR 1" DEFLECTION 13 �.©ee®nm®eeeiem■e�®��®neo eemn®neeeme�eeeiee®e®oee®ecce ■e®ee • • nee�e��eeiee�ee . •nee . � e� ■emee�ne■ :. e��iee®ee : � nee : , : e� ee®ee�nee . • m��eiie�e�neeemnee�e e�emee�nee . e�e■eume®nine el eei®ee®nee®e�eemieeen■®emnee • � ®� mmmmm _ • nee�e�eeiee®ee • • : nee • • • el ■me = • ► nee • • e�eei®ee�e : ne • e �e mm • : nee e�e�eiee®ee :newel ©ee®nee®eeeieee�®.: ne . • ei smee®nee�e�eei®e®emmn= mi mm m • • oee . • iee�m®� : ■eee • • e� ■mm= meemme =rlm®ee�ne�ei ee®eine■MMi � M �� = . • Mm mi eeemee • n®• � : e�eeei . � ®ee . • ne . • . e� ■e®ee nmxmm =ie = • . ne • t�e� Me mm nemmme =mm®e • :nee • • e me mm nemelee■iee�=mimes inee�ne�e�eeeieee®®emne el e�e■aie�ei�ee�ne�ml wee . neemml�=me®e .. MEN mi e®ee '�me • •oee : � e�eeiee�me�ieee�e� • • oee • .: e�e�iee®®�nee�e� 13 IIIMETAL WELD MSPECIALTIES' 1"\C.1 ClGIY\/C OLUMN 55---100' HAGL 14 X 48 BACK TO BACK JOB TITLE U JOB NO. SHT. ` OF r CALCULATED BY DATE 12 S !Q 5- CHECKED BY DATE SCALE Pwl = W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 coL.. Pw2 --V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6'" (AT GROUND LEVEL) 2 N MDL = Pdl X TORSION-LENGTH/2 ToR51nj.1 (AT GROUND LEVEL) D=T24 Moll rlp Mb Mwl + MDL OR Mw2 +-MDL (GREATER NUMBER) Mt = Mwl - SHT T-1 Mb + (Mt )2 < 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION , .EFLffimm�� ®��®�e■._�� :. moo®��_ ■■�■■rte©■■®�■■■■i■■■■m�■■®mo■u�■■v■ ■■m■■ ■■ _ ®�■■■��i■■■�■■ ■■ :: �■■■�i■■��■■�t■■■MM■■■ : MENIMENEEMEN. MENMEN ■m■■®m■■®o■-I■■�■■ : �■■�■■■ ■■m■■ • : , ■■ • :. t■EENINI■■EM■■ MEMO ■■IME■■®�■■®■■i■■1 . , ■■moo■■ MIME ■■� :: ■■�s■■��■s■■i . ®■■®o■■ ■■m■■ • ummI■■■ii■■■ EMNE ■■ .. o .. u■u ■ ■■ . • ■ • �■i■■i■■�m■■�mou�u■u � • • ups■■®�■■■■i■■�■�■ ,ENINMEN®u■■®�■■■■i■■� o ■■m■■ . ■■��■■■■i■■■■�■■�■�■■omu■■■■ • JOB -nits.— JOB its. METAL ■ WELD J08 NQ. SHL�AFL 1 cr CAICUUTED.BY � DATE �MSPECIALTIES2 CNECXED BY DATE SCALE REFERENCE Fo o T I tj G- ti G s c G-v- -D ?C-R v r3 c -4=0 4, )-c cJ c., A. -V R Pb z . 3 4- P 75 C-1 of 7;oo7'lNC9- 7=02 P-o o NJ 1� r-o OT l k/z, p". kl- D l �- 1-� c-N 3 two N a G r-O 2 Ct-;4 `f , SAN D`Y CLAY. • - • � � ilii • ' ✓ � i . ', iii .. • . • ; � i� = ilii � . • � � i� . - - ilii • . ' • • ' � 'los: = = iii�� i� .• .. �� ; ilio JOB TITLE P E GA -PAG T i' JOB NO. SHT. M I OF MMETAL • WELD" CALCULATEDVY s DATE �? • s SPECIALTIES? CHECKED BY DATE SCALE REFERENCE M 011 S&P- GAP/ -L -C. ► '1' l'E S iO TZ 'P 5= lT(D,4-DZ) WHERE D, : 0.0. 32 D :''F6z .'72" Fj (IF °/r.< 33001F,) 'r 13 000 > > 3300/FN ' - � SiRE59 flJCIZE^SE) Mb SAP - 5 x F6 x 1--33/ � D 6575 94 ( TRE L ARGEf, OF) 23 800 11 boo l _ a 6575 Q9 4 l yD r) %4 0� o/T)3/? F 4/s (5�c)�'s v!(./ IL - I A IA WALL Fy S Z Fb ks i._ in.--- in ksi -in3 in4 _ ksi 14.0. 20 0.188 35. 57.4 574 20.2 49.5 20 0.203 35 '61.9 619 20.7 202.3 '20 0.219 35 66.6 666, 25.2 234.7 II20 0.239 35 72.4 724 25.2 59.2 120'.0.250 14.0 35 75.6 756 25.2 '. I"20 0.281 .35 84.6 846 25-.2 UNLTD X20 0.312 35 93.5 935 25.2 .359.8 .20 0.344 35 102.6 1026 25.2 4*26.1.'UNLTD X20 0.375 35 111.3 1113 25.2 104.2 20 0.406. 35120.0 UNLTD 1200 25.2 20.0.438 554.6 35 128.8 1288 25.2 i'20 0.469 35 137..3 1373 25.2 :-20 0.500. 35 145.7 1457 25.2 20 0.562 35 162.2 1622 25.2 .20 0.625 35 178.7 1787 25.2 20 0.688 .35 194.8 1948 '25.2 20 0.750 35 210.4 2104 25.2 Mb CAP Fv Mt CAP L max WT/FT ft k ks i._ ft k ft #/ft . 128.7 14.0. 1.7.8.2. 40.9 39.8 142.1 14.0 192.0 49.5 43.0 185.9' 14.0 206.6 UNLTD 46.3 202.3 :.4.0 224.8 UNLTD 50.5 .211.3 -14.0 234.7 UNLTD 52.8 236.4.14.0 262.6 UNLTD 59.2 261.2 14.0 290.2 UNLTD 65.7 286.6 14.0 318:5 UNLTD 72.3 311.0 .4.0 345'5 UNLTD 78.7 335.1 X4.0 372.4 UNLTD 85..1 .359.8 '.4.0 399.8 UNLTD 91.6. 383.5 14.0 4*26.1.'UNLTD 97.9 406.9 4.0 452.1 UNLTD 104.2 453.1 1.4.0 503.4 UNLTD 116.8 499.1 1.4.0 554.6 'UNLTD 129.5 544.2 1.4.0 604.7 UNLTD 142.1 587...7 14.0 653.0 UNLTD 154.4 r .:K 1► . MMETAL WELD MSPECIALTIES= G I t I E S 1=0 iZ 'P I PS S FI P 8• G'aLt r t �S JOB TITLE _ JOB NO. SHT. M-1 OF CALCULATED IIY DATE (� ' CHECXED BYE DATE SCALE 5= lT'(D,4-DZ ) wHERrr. DI - 0.0, 3Z D, I (IF DAr.< 3.3001F � ;Mb CAP ? 5 x'Fb x 1-33 4' F�I 6575- 9.q �I� ii F */sC `%)�' �R F 2/3 23 800 aR 6975 11 boo % _ FY = (tf+6 LARGER .or-). D U q9 4' yD (D�i) /�. T)3/2 CSF /T F�4�S (/D)�S X21) . (STPF-55 IMCREASI:) 4 cAP 2) 12 x 1.33 % DIA WALL Fy s I in. . • in - ksi in3 in4 r77: .36' .0.250 35 249.2 4486 36 0.281 35 279.4 5029 36 ....0.312 35. 309.4 5569 X36 0.344 35 340.2 6124 +36. 0.375 35 369.9 6659 36 0.406 35 '399.5' 7191 36 0:438 35 429.8. 7737 .36' �36 . 0 A 6 9 35 459.0 8263 25.2 0.500 35 488.1 8786 :3 6 0.562 35 545.8 9825 136 0.625 35 603.8 10868 -36 136 -0.65.6 .35 632.1 11378 14.0.1693.8 0.688 35 661.2 11901 .•36 .0.750 35 717.0 12906 :36 --0.875 35 827.8 14980 36 1.000 35 936.2 16851 Fb Mb CAP' Fv Mt CAP` L inax' WT/FT ksi. ft k ksi . ft k ft #/ft 18.6 - 513.7 14.0 773.4 .... 34..5 95.6 19.2 593.5 14.0 8E 7.1 46.2 107.3 19.7 676.9 14.0 9.E 0 ..2... 60....0 119.1 20.3 766.5 14.0 1055.9 76.6 131.1 7-9 t033.1 14.0 1.148.0 95.1 142-8 25.2 .1115.8 14`.0 1239.7 UNLTD 154.5 25.2 1200.5 14.0 1333.9 -UNLTD 166.5 25.2 1282.1 14.0 1424.6 UNLTD 178.2 25.2 1363.3 14..0 .1514.8 'UNLTD 189.8 25.2 1524.4 14.0.1693.8 UNLTD 212.9-«V 25.2 1686,-,t 14.0 1873.8 UNLTD 236.4. 25.2 . 1765.5 14.0 1'9E1.6 UNLTD 247.9 25.2 1846.6 14.0 2051.8 UNLTD 259.8 25.2 2002.6 14.0 2225.1 UNLTD 282.7 25.2 2312.0 14.0 25E8.9 UNLTD 328.6 25.2 2614.7 14.0 2905.2 UNLTD 374.2 e MMETAL • WELD SPECIALTIEVCOVER SHEET SIZE OF SIGN: 14- X 4$ HAGL: S, 'r';4RL) too' WIND LOAD:- ,ALLOWABLE OAD: ALLOWABLE SOIL PRESSURE: 2.00 PS4� - C �do STRUCTURE DESIGN: W / FAGT�dR 0 F 2- CENTER CENTER MOUNT PARTIAL FLAG (col. loc. ) FULL FLAG (col. 1oc.. ) EXTENDED FLAG (col. loc.. ) OFFSET 24- V -BUILD ANGLE OR 19-00 FEET (MAX. BACK TO BACK OR SINGLE FACE FOOTING DESIGN: ROUND C VAL -K SQUARE - G SPREAD SPECIAL CONDITIONS: TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - HEAD DESIGN- - - - - - - -- - - - - - - - TORSION DESIGN - - . - - --- - - - - - - COLUMN DESIGN - - - - - - - - - - - - - - FOUNDATION DESIGN- - - - - - - - - - PTPE MOMENT CAPACITY CHART r ENING)- ..A NING)- cc . 41 284 s /31/03 0CA0 ---CS-1 C-5-2-, f - H - t To to -_5 - - - T- t T-3. - - - c -t BUTTE CUUw t t - - - BUILDING DEPARTMENI., ("J 3l 00 MMETAL • WELD MSPECIALTIES'j- REFERENCE JOB TITLE I 4-- k T--4 JOB NO. SHT GS- i OF CALCULATED BY S 1. OATS 3 b CHECKED BY DATE SCALE WIND = 30 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 OURAPLY -.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) cis = WIND STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 70 75 80 90 100 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 CRITERIA SPECIFICATION CODE. I of 61 -77 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 30.9 (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) RESAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE /Q-A PSi 40.5 SEE SOIL REPORT OF UBC TABLE NO. IS -I 1.19 ROUND OR SQUARE CAISSON FTG: 24.2 ALLOWING LATERAL BEARING PRESSURE 2 D -� PSF/FT 34.7 SEE SOIL REPORT OR UBC TABLE NO. I t - 1-,4 DESIGN LOADING FAzv r2 or- 2, WIND = 30 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 OURAPLY -.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) cis = WIND STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 70 75 80 90 100 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 46.0 49.0 51.6 - 53.4 56.9 62.0 66.4 0-15 I 1.06 18.7 21.5 24.3 30.9 38.0 20 1.13 19.9 22-9' 25.9 32.9 40.5 25 1.19 21.0 24.2 27.3 34.7 42.5 30 1.23 21.7 25.0 28.2 35.8 44.1 .40 1.31 23.1 26.6 30.1 38.1 47.0 60 1.43 25.2 29.0 32.8 41.6 I 512 80 I 1.53 I 27.0 1 31.1 35.1 44.6 54.8 MMETAL • WELD JOB TITLE ,+* ch SPECIALTIES" - JOB NO. SHT.[S ZOF Z CALCULATED BY SL DATE ! S-1 oD CHECKED BY IAC DATE 2�O It 8� MMETAL • WELD WSPECIALTIES= _ ncr Cl'ICIVIJC HEAD DESIGN FRONT CATWALK JOB TITLE - FC 0994% JOB NO. SHT. OF CALCULATED BY C DATE l CHECKED BY DATE SCALE (4 MEN) <,;::�200 ( FRONT CATWALK DESIGN LOAD L.L. = 20 PSF X 3 X 12 (MAX TRIB) = 720# (4 MEN) <,;::�200 = 800# (4 MEN/LEDGER) D.L. STRINGERS - 5.8 X 2 11.6 PLF i , I GRATING - 3.14 X 3 9.42 PLF 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 14' + 20 X 3 X 14a' = 578.2 + 1470 = 20481- � 2 = 1024 8 8 USE 4X3X1/4 LL:V. Fb = 1.024 X 12 - 12.29 KSI (S = 1.0 IN ) 1.0 .'4 MEN LEDGER P = (23.6 X 12) + 800 = 1083.2 (12'TRIB) M = 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) = 3.33'-" MIN. FLANGE - 3.24/2-X 3 - -.54K/IN USEW6 X 9 UNS_UP. LENGTH 5'-0" USE -3/16" FLANGE - M CAP = 10` K > 3.33t-9 CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION _ Mmax [ .02 (3) 12 + .0236. X 12.] X 4 + .009 X 5.5�L /2 4-.149 I x (12' TRIB) P = 4.149J`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;z:�,.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" or= 1 - (.625 / 2.375) = .7368. M = [2.375 (-.25)2" X 361/8 = .668 °( = [3.24/2 X 1.5 / .668)-1] / .7368 = 3.58- Bc = 1.62 [1+( 368 1..87.5 = 1.90 KIPS 1 + .-7-368) ( 2.125) FLANGE =8 X 1'.90 X12.1 5 X.875))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" K DIAMETER A307 BOLTS Vk,► = 2. TR(i = 3.9K NOTE:: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS- MMETAI •WELD WSPECIALTIES= FitttHLNUt HEAD DESIGN REAR CATWALK JOB TITLE G ' JOB -NO. SHT./}L �! OF CALCULATED BY Q `� DATE •i. 1 15 q5 CHECKED BY DATE SCALE REAR CATWALK DESIGN LOAD L.L. = 20 PSF X 2 k 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 < 4 X 3 X 1/4 (MAX 10' SPAN) MAX = 17.2 X 10 a + 20 X 2 X 14a = 1230' - #/2 = 6301 /STRINGER 8 8 Fb = .630 X 12/.577.— 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) T TT/1Tn P = (17.2 X 12) + (20 X 12) —446.4# I_K M = .45 (1.0 + .5) + .009 (2.5' /2) = 703 USE W6X9 UNSUP -LGHT 2'-6" Mcap = ll' -x > .703'- CONNECTION 703`- 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 1<3 X 3 X 1/4 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER AISC HANGER CONNECTION 2:23K/ 2 BOLT / 3" = .37K / INCH USE 3/16" FLANGE CAPS .61K /IN 0 MMETAL WELD IIISPECIALTIES= REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE JOB NO. SHL' 1� OF CALCULATED Br "e QATE'' V r _ CHECKED BY .GATE SCALE DESIGN CRITERIA -- 14 X 48 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 /Z = 23.521 K /2 = 11.76''" /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• = 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 I (20 PSF WIND) 15.68 UNBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF _l 1/2"0 4 X LENGTH UPRIGHTS 4' 5' 6' 7' 8' . 9' 10' 11' 1/4 W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 50 STRESS W8 X 10 21 18 16•.7 15.3 14 12 10 - 8.4 INCREASE W12 X-14 36.7. •34,.3 32 28.7 25.3 22 18 - Wl2 X 26 89.3. 89.3 89.3 81.7 81.7 81.7 75.3 70.7 CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M VL + Mw)'X 12 2T (20f1) + 2T (24") SHEAR/BOLT.= 3.6/8 = .45 K.NEGLIBLE TOTAL Mt xv- MV, + Mwind ASIC HANGER DESIGN r AISC WEB STIF WIND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF _l 1/2"0 4 X 1.33 1/4" WIND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF 2.8" 1/2"0 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/27. 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 66 PSF 8.4 1/2" 8.7 X 1.33 5/16 .1/4 N 21/1 �I��c• (�Al�� METAL WELD SPECIALTIES' REFERENCE L 3 X 3 X 1/4 STRINGER DESIGN CRITERIA JOB. TITLE _- -33 60. PSF WIND SPAN OR JOB NO. `�f pp CALCULATED BV TSHT. �+� C DATE 12 9 7 CHECKED BY DATE SCALE TRIB AREA Mmax (SECT. MOD.) 21.6 X.1.33 STRESS INCREASE 12 4,' -ALLOW STRESS 36 KSI w Mmax X 8 MAX SPACING = W / WIND LOAD SPAN"' (FEET) BIAXIAL BENDING = WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S .577 IN3 WT = 4,9 PLF 20 PSF WIND 40 PSF WIND 60. PSF WIND SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX IB 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 11 4.56 11 2728 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 30 PSF WIND 50 PSF WIND 8 5.75 8 3.45 v 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 14 1 3,04 14 2.73 MMETAL a WELD ... SPECIALTIESO REFERENCE PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -.BUILD JOB TITLE P ) 457AT JOB NO. SHT. - ✓C OF CALCULATED BYJAC DATE !2 f 1'5 CHECKED BY DAT SCALE NOTE: CONNECTION BELOW FOR MIN. FLANGE _ BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS n Mc��-� BEAM SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 33 20 - .05 .35 - - - - - M DL / CANT - PP R, - DL P(CANT X 12)3 3(29,500) I$M INCLUDE 1/3 INCREASE STRINGER 4 X 4 X .9 X 8= 157 W12 X 22 61 40 - - .20 .65 - - - tj*507 - 0350 + ,57) (CANT + 1.33) + W12 X 35 121 110 104 - 11 .35 - - - UPRIGHT 22-X 17.5..= - 385 6.5 (.385) (CANT + .5) + ,188 (CANT + 4) 50 60 CATWALK (23.6 + 2 X 17.2) 8 = 464 8.3 9.2 .275 (CANT - 1.5) + .095 (CANT) 10' CANT LEDGER 9(5.5 + 2.5 + 2.5) = 95 25' CANT 30' CANT 1451# mwlfi SEE SHEET H3 Mmax ONE UPRIGHT - M7 M -r - MWI�ID + m,-,,- 5' 10' 15' 20' 25' 30' WI MIDL M M .-Mot. Mw ME M t M M M M Mr a Mw Mr M t Mw Mr 20 PSF 9 16 25 16 do 3 23 do 39 30 do 46 .38 do 54 45 .'do 61 30 PSF 24 33 40 47 54 62 69 _- 40 PSF 31 40_ 47 5[. Ai �O �� NOTE: CONNECTION BELOW FOR MIN. FLANGE _ BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS n Mc��-� BEAM UNBRACED 5' 10' LT 15' D. 5' 10' L. DEFLECTION INCHES 15' 1 20' 25' 30' 3S' CANT LENGTH W12 X 14 33 20 - .05 .35 - - - - - M DL / CANT - PP R, - DL P(CANT X 12)3 3(29,500) I$M INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - 5/16 W12X 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 - - 7.4 W12 X 35 121 110 104 - 11 .35 - - - - W12 X 40 1137126 126 - 10 .33 .75 - - - SPREAD cK- CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEE A30 VE M T = 2 T (23/12) + 2T (27/I2) MT /8.33 TENSION BOLT BOLT SHEAR = 60 X 8 X 17.5 /'1.33,X 4 = 1.58 K/BOLT FlA446-E T44ICk I(,,M (50) PSR C -ON N. 3 e- • . boLTs (S To. w Ev jano TORsj M 1 N - 3F 2'' WIND T B F T B I F T B F T I B F T B F T B F 20 3 1/2 1/4 3.8 1'/215/16 4.7 1/2 5Z16 5.5 1/2 5/16 6.5 1/2 5/16 7.3 1/2 3/8 30 4 5/16 4.8 5.6 1 6'.5 1 5/16 7.4 1 3/8 8.3 I 40 4.8 1 5.6 6.5 7.3 3/8 8.2 9.1 50 60 5.81, 4 6.7 1 b.6 7.6 3 8 7.43 8.4 8 3 8 8.3 9.2 9.2 10.2 7 16 10.1 7 161 ll _L .L 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT L/ L __ '' - car - 6 . b i X 1.33 - 11.56r- /BOLT t 0 JOB TITLE O T JOB NO. SHT. - 1 - I — OF MINMETAL ' WELD CALCULATED BY _ DATE ' 2 /Q NowSPECIALTIES- CHECKED BY DATE SCALE REFERENCE TORSION 20' V.CONN. 38 1/2 X 38,1/2 CAP PL 12 BOLTS - A325 PSF ID 7�Qwlrip 14 X 48 - 20' V �( PUL. = HEAD WT CM.=.460 F.F.=.517 (INCLUDES TORSION) To(2z1014 P W WIND LOAD (PSE) x 11- 4--, HEIGHT M pL— PDL. (KLF) [ (d- (d l+ COLct) ]2/2 Mb= MwIZ + Mp? 2 MWI = PW (KLF) [ (d- (di+ COL+) ]2 /2 Mb= Mwy + Mt,,,,- 2 bL2 M -T, = (HEIGHT -1 1/2) (Pw X. (d-(41+COL+)) /'S-4�2 2 � COMBINDED LOADING M b + (Mt ) < 1 ° o e ° OR 1" DEFLECTION DEAD LOAD Mt�dP ]Jz J�� I MOM- C� o o M M M iN�Tena N4 BOLT - PL FLANGE ° 499 603 112'. 28230 1 1/4 15/16 L1336 1 1 3/4 SGiDDLr To 9S1p i 80(---N C O BOLTS 1 MAX T=(Magd2X 6)+M-r/dIX 6 V=(Mwl /d.l/2 X 12)+PWX d/12 2 _T=Mwz(MAX)+Mpg/dZX 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 =46—M/27 X 1.33 X b FLANGE-SEE.HANGER CONNECTION AISC - USE 4 3/4" WiD7+4 ALL .CAPAC.ITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNES < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 — 7/8 11/16 — 3/4 1 3/4 5/8 — 1/2 1 3/8 1/2 ?8230 1 3/8 15/16 L9600 11 1/4 7/8 L1336 1 1/8 13/16 1 3/4 — 1 11/16 — 5/8 1 5/8 9/16 ?8230 L9600 1 1/2 =15=16 _1336 1 1/4 7/8 — 1 1/8 13/16' — 1 3/4 — 5/8 1 3 4 5/8 !8230 _9600 1336 1 3/8 7/8, — 1 1.4 7/8 :— 1 1/8 13/16 — 2 11/16* -3/4 !8230 -9600 -1336 1 1/2 15/16 - 1 3/8 7/8 — 1 1/4 13 16 JOB TITLE 44-5 JOB NO. �^SHT. _1 OF Q MMETAL ■ WELD'. CALCULATED BY `7 G DATE S PECIALTIES-'j CHECKED BY GATE SCALE r - REFERENCE TORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 �ZO b�41 K1] 14 X 48— - 30' V -f--- Ppm- HEAD WT CM. .507 F . F . .566 (Ipn,NCLUDES TORSION) To(2SIOh4 P1,,j = WIND LOAD (PSF) ,c GI x 1'1 sol HEIGHT MpV= PpL(KLF) [(d -(dl+ COL+)]2/2 Mb= Mw�2+ M�jy 2 MW r = P 1,1 (KLF) [ (d- (d(+ COL 4, ] Z /2 `Mb= . Mw2 + Mpt- OycIIND 2 s=41/2 M = (HEIGHT -1 1/2) (Pw X (d-(dI+COL J)) d:=4 COMBINDED LOADING M b + (Mt O -zzF OR 1" DEFLECTION DEAD LOAD PSF l N. M� CAP IND "d" Mw Mw L- M M x BOLT PL FLANG rja=2. 20 0 318 71 514 604 108 27320 1 1/4 15/16 5 268 65 425 502 99 19029 1 1/8 7/8 SGSDDL� TO (Z�Ip N 10 204 57 317 377 87 10796 1 3 4 15 148 49 227 276 74 — 1 -7 8 11/16 20 102 401153. 193 '61 — 3/4 1 3/4 5/8 A32j; - 22.8 .79 36 116 152 54 — 1 2 1 3 8 1' 2 PjpLTs 30 0 477 10715141 701 162 27320 1 3/8 1 C O[�, 5402 98-14251 585 149 19029 1 1/4 7/8 GJ�Z 10 306 86 317 441 131 10796 1 1/8 13/16 15 1222 74 227 318 111 — 1 3/4 20 153 60 153 216 92 — 1 11/16 BOLTS O1 MAX 22.8 119 54 116 170 1 81 5/8 1 5/8 9/16 T=(MAL,/dZX 6)+Mt/d, X 6 40 0 636 142 514 818 216 27320 V=(Mwl/di/2 X 12)+PWX d/12 5 536 130 425 601 198 19029 1 1/2 15 16 2 10 408 114 317 517 174 10796 1 1/4 7/8 T,=Mw?(MAX)+Mp6/dZX 6 15 1296 98 227 373 148 — 1 1/8 13/16 V=PWZX V/12 BOLTS 20 1204 80 153 255 122 — 13 4 TALL --(55 X 1.33 - 1.8fv) 22.8 158 72 116 196 108 — 5/8 1 3/4 11 16 (BOLT AREA) 50 0 1795 177 514 947 270 27230 TALL > T AISC TABLE 1.6.3 5 1670 162 425 793 247 19029 CAP PL M=T X 3 X 5 10 1510 142 317 .600 217 10796 1 3/8 7/8'— t REQ = 6M/27 X 1.33 X b 15 1370 122 227 434 185 — 1 1/4 13/16 FLANGE -SEE HANGER CONNECTION 20 1255 100 153 293 153 — 1 1/8 3/4 AISC - USE 4 3/4" W I DTk4 22.8 197 90 1161 229 135 — 3/4 2 11/16 ALL CAPACITY WITH 1/3 60 0 1954 213 514 1084 3241 27320 STRESS INCREASE 5 1804 195 4251 909 2971 19029 *IF FLANGE OR CAP PL THICKNES 10 1612 171 317 689 2611 10796 1 1/2 15/16 < REQUIRED 15 444 147 227 499 222 — 1 3/8 7.8 USE STIFFER PLATE l2 0 306 120 153 342 184 _ 1 1/4 13/16 SEE SHEET T-2 R 917 1nR 119 9ALL 1A-) 1 3/4 3/4 JOB TITLE Cc 14� JOB NO. SITY.T3 OF � Q Q M ETA ■ WELD CALCULATED BY J.� DATE / 2 SPECIALTIES CHECKED BY DATE SCALE REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) '\ MIN 45' SLOPE Mb (PLATE) = T X 2"/W = REQ 27 X 1.33 V4- 1p�� o o GTjFFNE:(Z— CENTER MOUNT CAP - BOLT TEN. PLATE STIFFNER ND 38 1/2' SO 44 SO THK VELD. THK . WELD 20 lotc 9K 1/2 3/8 1/2X8 1/4" 30 14 13 5/8 3/8 1 1/2X8 1/4-n •40 17 15 3 4 3/8, .1/2X8 1/4" 50 20 19 7/8 3/8 1/2X8 1/41- 4"60 60 " 24 22 7/8 3/8 1/2X8 '1/411 MIN 450 SLOPE M (PLATE) = T X4.5/6 COL. ,M /W = 11-K/INCH t REQ M X 6 CeiP rL.A-T E—: - 27 X 1.33 0 00 FULL FLAG CAP BOLT TEN., PLATE STIFFNER IND 38 1/2 So 44SO THK WELD THK WELD 20 40K 36 1 450 V 1/2X8 5/16 30 43 40 1 450 V 1/2X8 5/16 40 46 43 1 1/8 450 V 1. 2X8 5/16 50 50 46 1 1/4145'0 V 1/2X8 3/8 60 53 50 1 1/41450 V 1/2X8 1 3/8 '\ MIN 45' SLOPE m �METAL • WELD WSPECIALTIES= Htt-tHtNGE COLUMN .5' - 50' 14 X'48 BACK TO BACK. JOB TITLE JOB NO. CALCULATED BY CHECKED BY _ SCALE G 14-.4824r 2-4- SHT.4:2 OF DATE DATE 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 (HAGT: + HEIGHT) 17'-6" (AT GROUND LEVEL)`. 2 COL. MDL = Pdl X .TORS.ION LENGTH/2 (AT GROUND LEVEL) 4) w Mb = Mwl�+ MDL OR Mw2 + MDL �-jO'2,51 njJ (GREATER NUMBER) N (D Mt = Mwl - SHT T-1 Mb + (Mt ) < 1 4011 tiT Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL- = HEIGHT ABOVE GROUND LEVEL- I4 FOR 1' DEFLECTION m m I m ®®�®®■n ■■■tea®� ■■®■■moo■■ . • ■�■■■I��■■�n■u • . � �■■i�■■�n■■r. ■�■�I�®a � : ora : • ■�� mea®n■■®■��■■I�■�a .: �®. • �� ■■ �■■�■��l■■®a . M■■ ■i • L mMETAI WELD WSPECIALTIES= OLUMN 55-100' HAGL 14 X 48 BACK TO BACK JOB TITLE JOB NO. SHT. OF CALCULATED BY DATE t / 2 5 -5 CHECKED BY DATE SCALE Pwl = W X WIND X HEIGHT Mwl = Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 coL.. Pw2 – V X WIND X HEIGHT Mwl = Pw2 X (HAGL + HEIGHT) 17'-6'" (AT GROUND LEVEL) 2 MDL = Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) D= 24 K 011�lp Mb Mwl + MDL OR Mw2 -+• MDL M0u� ■■m■■�o■■®■■n■■I■■■■I�■■moo■■ s■m■■ (GREATER NUMBER) ■we o : ■ Mt = Mwl - SHT T-1 Mb + (Mt )2 < 1 u�o■■�n� Mb CAP Mt CAP AIXAL LOAD - NEGLECTED 1■011®1111 HAGL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION • ■■� ��e®®�e� i�■�e®®mss® ■■m■■�o■■®■■n■■I■■■■I�■■moo■■ s■m■■ ■we o : ■ i� u�o■■�n� _ ■■� ■■m■■ ©■■mm■■ 1■011®1111 : ri■■ • ■■� ■i■m■■®m■11■�■�■■■�rs . • 1111 ::: o■■■■� M1m■ • X 11■ . • 01111 .. , ■■■■■■■I■■�1111 • : o■■ • : ■■� ■■m■■ ■■ : 1011 IN m■■muniMORE= IN own,' ■ • • ■■®011■®■■■■■i■■�mm • : • :1111■ n■m■■ ■[m®� ■o■ = • : , 1111 • :. ■■�■■■I■■■�1111�r■�n� ■u��■®n11■®■n■■■� , , 1111 .: o■■ .: ■�■ 1111110111111 ■�■■s■■i . ®1111®0■ ■m • • u : • • ■■■■■■i 1111 = e■■ : a■n■ ■■mu , 11■ .. ■n■■■i■■■�11n o■ a■�■■ u■®1111■® i■ : , . , �■ ■n11■■i■a■■mn�mm- . 11111 ■■�■■ m■■®mom m MMETAL- a WELD WSPECIALTIES= JOB TITLE JOB NO. SSHT.. F OF CALCULATED BY � DATE ' r CHECKED BY DATE SCALE REFERENCE G� -po f'7T t. Fo o T! tJ c- t?5 R Ur -b c F0 4. tiff v L✓ A. DG—LTi+ vr= 'PooT!til r, M b C i -o r -z T' S'C-t= -Fq C P 2.34- P a rz OF-- V;o o T i�j c.- Fo 2. R -o 0 &J rz� F-0 oT ! k rZ, ' kk� D l C -c A -,"z 11--c c- N-1 Lc ^J -r-O 2 C40 a t✓ x!1'4 P -s C.Gi e,/4—T-E-7 CLAY. • . • �© � ilii : . • • • / i � � iii Y • . � / ♦ i� ilii • . � - . �� . / . ilii � / ' i� • iiii�i • IF�3'S�i� : • iii�� •• i� •= % lit' '' MMETAL'a WEL D *"-.' MSPECIALTIES=d- , * REFERENCE GgP/.i• G 1 f' I E S F -O T2.. 'P 1 FSS JOB TITLE v JOB NO._ SHL M-1 OF CALCULATED EIY S +-� DATE CHECKED By DATE SCALE 5= Ti(D,4-DZ ) 1MNER6 0� = 0.0. 3z 0, C)" --so !-Z Z :':Fb= .-7Z- F� (IF °/r < 33001FI) 1300 0 L> °/r > 3300/F�N Mb CAP - 5 x Fb x I.33� 5TRE53 IA1CI=EASE)2/1 ` FY = THE LARGE., oF) 23800 a� 11 boo: CSF 6575 /r 4 9'4 ' yD Cp/r� I4 D�T)3/2 _ Fu4I5CVD)=%S d Mt F=Y (ZT) IMCREASE) '; x I-33f(STRESS _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 >1ft . 20 0.188 35. 57.4 574 20.2 128.7 14.0. 17.8.2 40.9 39.8 ' ..20 0.203 35 61.9 619 '2.0.7 142.1 14.0 192.0 49.5- 43.0 .20 0.219 35 66.6 666- 25.2 185.9. 14.0 206.6 UNLTD 46.3' II20 0.239 35. 72.4 724 '25.2 202.3 :.4.0 224.8 UNLTD 50.5 .1..20 0.250 35 75.:6 756 25.2 .211.3 14.0 234.7 UNLTD 52.8 '. `20' 0.281 .35 84.6 846 25.2 236.4. 14.0 262.6 UNLTD 59.2 -120 0.312 35 X20 93.5 935 '25 .2 261.2 14.0 290.2 UNLTD 65.7 0.344 35 1.02.6 1026 .25.2 286.6 14.0 318:5 UNLTD 72.3 20 0.375 35 111.3 1113 25.2 311..0 =4.0 34555 UNLTD 78.7 20 0.406. 35.120.0 1200 2.5.2 335.1 74.0 372.4 UNLTD 85.1 20 0.438 35 128.8 1288 25.2 .359.8 24.0 399.8 UNLTD 91.6. �20 0.469 35 137.3 1373 25.2 383.5 34.0 426.1 .*UNLTD 97:9 :20 0.500 35 145.7 1457 25.2 406.9 '4.0 452.1 UNLTD 104.2 20 0.562 35 162.2 1.622 25.2 453.1 14.0 503.4 UNLTD 116.8 .20 0.625 35 178.7 1787 25.2 499.1 3.4.0 554.6 UNLTD 129.5 20 0.688 .35 194.8 1948 25.2 544.2 3.4.0 604.7 UNLTD 142.1 20 0'.750 35 210.4 2104 '25.2 587..7 14.0 653.0 UNLTD '154.4 m.MMETAL MSPECIALTIEV REFERENCE . M. 01-1 �j" GA-P/�• G 1 1' l'E S i --O TZ 'P 1 1�5 JOB TITLE F 1 P C A-ppGl 7- r -S JOB NO. SHT. M-1 OF CALCULATED IIY DATE (� CHECXED BY DATE SCALE 5= •'iT (D,4 -DZ > .WHERE D, -.o..o 32 D1 2D , Fb= .-7Z- Fj (1F °/r.<33 0om Fl) F� �6y T,-,F� 13000 > °fir > 3300//fN.. /-(5TRES5 INCMEA5E) .Mb CAP ? S X Fb x I_33` ' .'Fv F4 +/s L�D) F 2/3 V C d ' ' Fy = (7 -HE LARGERoF). 23 Boa �t boa' oR D 6575 /T q9 4- yD DIr)3/2 _ `IF Fy4�S (yD •41QD. F-4i/�� d MtC'gP = rYC2I) 1►JCREASJ:) X I.33�(sTR>:55 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 16' :0.250 35 249.2 4486 18.6 513.7 14.0 773..4 95.6 36 0.281 35 279 .4 5029 19 .2'593-.5 14.0 .....34.5 867.1 .46.2 107.3 ' 36 ....0.312 35. 309.4 5569 19.7 676.9 14.0 9-E0.-2--- 60._.0 119.1 36 0.344 35 340.2 6124 20.3 766.5 14.0 105.9 76.6 131.1 :36. 0.375 35 369.9 6659. 2s•2 to33.t 14.0 1148.0 95.1 142..8 36 0.406 35 399.5 7191 25.2 1115.8 14.0 1239.7 UNLTD 154.5 36' 0.438 35 429.8. 7737 25.2 1200.5 14.0 1313.9 UNLTD 166.5 ;36 0.469 35 459.0 8263 25.2 1282.1 14.0 .14'4.6 UNLTD 178.2 36 0.50 8 0 35 48.1 8786 25.2 1363.3 14..0 .1514.8 UNLTD' 189.8 :36. 0.562 35 545.8 9825 25.2 1524.4 14.0 .1693.8 UNLTD 212.9-«� 1'36 .0.625 35 603.8 10868 25.2 1686,.4_ 14.0 1873.8 UNLTD 236.4. 36 -0.65.6 35 632.1 11378 25.2 1765.5 14.0 19E1.6 UNLTD 247'.9 36 0.688 35 661.2 11901 25.2 1846.6- 14.0 2051.8 UNLTD 259.8 !36 :0.750 35 717.0 12906 25.2 2002.6 14.0 2225.1 UNLTD 282.7 :3 6 -0.875 35 827.8 14900 25.2 2312.0 14.0 25E8.9 UNLTD 328.6 36 2.000 35 936.2 16851 25.2 2614.7 14..0 29E5.2 UNLTD 374.2 GROUND LEASE AGREEMENT 1. This agreement is made this /9n- day of cTtie. /A9_7 by and between Mr. George Scott hereinafter called "Lessor' and Stott Outdoor Advertising, hereinafter called "Lessee." 2. Lessor hereby leases a portion of the premises hereinafter described for the purpose of erecting a back to back sign structure and grants exclusive use of the property for advertising purposes. The term structure as used here shall mean outdoor advertising structure, including fixtures,.power poles, lines and connections. The term premises as used herein shall mean that portion of the real property where Lessee's structure is placed. The term "real property" as used herein shall mean the following described real property: AP # 36-50-37 in the county of Butte, state of California. Sign structure to be located as far north on parcel as possible. 3. The term of this lease will be ten'(10) years from the date of completion of sign construction. 4. In consideration of this ground lease, Lessee shall pay to Lessor $ per year in advance beginning on date of construction. Until construction lessee will continue paying lessor per agreement for existing sign. 5. Lessee shall save Lessor harmless from all damage to persons or property by reason of accidents resulting from the negligent acts of its agents, employees or others employed in the construction, maintenance, repair or removal of its signs on the property. 6. Lessor agrees that he, his tenants, agents or employees will not place or maintain any object on the property which would obstruct the view of Lessee's sign faces. 7. This lease shall continue in full force and effect for its term and thereafter for subsequent successive like terms unless terminated at the end of such term, or any successive like term upon written notice by either party served not more than ninety (90) days nor less than thirty (30) days prior to the end of such term or subsequent like term. 8. It is agreed between the parties that lessee or its assigns shall remain the owner of the advertising sign structure at all times, and will have the right to terminate this lease at any time with a thirty (30) day written notice. 9. This lease shall constitute the sole agreement of the parties relating to the lease of the above described property. The Lessor represents that he is the owner of the above described real property and has the authority to grant the leasehold estate and -to execute this lease for the term hereof. 10. The word "Lessor" as used herein shall include Lessors. Tnis lease is binding upon and inures to the benefit of the heirs, executors, successors, and assigns of Lessee and Lessor. Accepted by: lGenOutdoor: Advertising ravec Date l Manager Mr. t3eoroA W. Scott,Sr.-Date 766 Oro-CVico Highway Durham, CA 95938 N _,,.�t..:81:�.:,t6?.r•'•L,•...;r..Br 06 1 STATE OF CALIFORNIA a DEPARTMENT OF TRANSPORTATION JV tet 4 Satfi'''r RIEe�+ f''1 Page t of OUTDOOR ADVERTISING DISPLAY PERMIT.APPLICATION '��fn+ -r" `5 ('�` ` }` `" `� tl `'z Pursuant to the Federal Privacy Act (P.L 91579) and th_ Information Practices Act of 1977 (Civil Code Sections 1798, et seq.), notice is hereby given for the request of personal inrunnatiun by this forth. The Principal purpose of the voluntary information is to facilitate this structure permit application. The failure to provide all or any other pan of the requested information will terminate processing of this application and no permit will be issued No disclaure of persunal inromtation will be made unless permissible under Article 8, Section 1798.24 of the IPA of 1977. Each individual. from whom information has been requested. has the right upon request and Proper idenUrwItion , to inspect all personal information related to that individual in any record maintained on that individual in an identifying manner. . COMPLETE ALL SECTIONS. ISSUANCE OF A PERMIT WILL BE DELAYED UNLESS ALL ITEMS ARE FILLED IN; THE PROPER FEES REMITTED. A COPY WILL BE RETURNED FOR YOUR RECORDS. MAIL TO: CALTRANS FIELD OFFICE ACCORDING TO THE COUNTY LOCATION OF DISPLAY (SEE REVERSE FOR MAP LOCATION). www.dot.ca.gov\hq\row\oda.htm DO NOT WRITE IN SHADED AREAS c m DISTRICTO3 COUNTYB VT ROUTE �o POST MILE ' (� tl m f� 1 NUMBER1 O I DATE GRANTEDI 3o DATE INACTIVATED :ATIO NUMBER REASON o- vols INACTIVATED :: ; r EXPIRATION DATE - PLEASE MAKE CHECK PAYABLE TO: DEPARTMENT OF TRANSPORTATION OR provide the information below to charge fees to your Visa or Mastercard. CASH SENT AT SENDER'S RISK. METHOD OF PAYMENT: []CASH CHECK NO. �1 30 4- [—]VISA ❑ MASTERCARC CHARGE ACCOUNT NUMBER I EXPIRATION DATE AUTHORIZED SIGNATURE t OTAL FEES PAID APPLICATION (non-refundable) PERMIT (refundable if application not permitted) PENALTY (required if display was placed prior to obtaining permit) PRELIMINARY. REVIEW REQUEST (on/V if brb-review is r@Quested) $75.00 $200.00 CHECK ONE: GENERAL ADVERTISING ❑ OFF PREMISE MESSAGE CENTER , ❑ . -OTHER •(Plea se Spe")- PERM IT tsaly)—PERMI APPOCANT (Please prit or type name p�v ncrMdupf e.SN permit) --- ODA LICENSED? S LICENSE NUMBER E NO 14t STR�ET ADDREZS (CANNOT be a post ffice box) Crit STATE ZIP CODE BUSINESS PHONE NO. 34,3(a 2u N5 Vrt-6�r✓ ►2c�, l^,co Clf� Gly ,30 34Z-3Z3Si MNG ADDRAPS, IF DIFFERENT Street Address or P.O. Box) CITY STATE ZIP CODE .D. 1:5,) y— —7 2d� 14 (Go Cv4 1:113q ::k -I �R PROPERTY OWNER (Person in control fpmpe upon which display is situated) ASSESSOR'S PARCEL NO. ZONING Q o "P-6eLA—)i. control o 't fr 'F(o - S D - 3 r7 M - Z STREET ADDRESSIP.O. 130� CITY STATE IzIP CODE BUSINESS PHONE NO. -76(a ORO- CHIC -0 14��j�Lr.J'�1 l�uQ��t�'� C�4 q5R3$" 530 34,5 &?_41 COUNTY (.tNArE CITY NAME (lf incorporated) (Circle STATE ROUTE NUMBER OR ROAD/STREET NAME ON THE N S W SIDE OF -{ w "7 O � SES (Circle) NAME OF NEAREST CROSSROAD, OVERIUNDERPASS r /17)S E W �� 2 (/LO r IDENTIFY A BUSiNES ACNVITY PY NAME AND ADDRESS, THAT IS W IN 1,000 FEET OFP5 DISPLAY LOfATION L uirt7.l•5I& f ikcL FtC_ Tot.4ti�t2 KL.vt=iz 0::r0a , 1OZ6Q t.l(�% NOTE:. V -Shaped structures are separate displays andrequire separate applications J' .-' =:. Applications submitted without ALL of the following documents will be returned: Detailed plot map of the proposed display location Written Property Owner's Consent COPY: ❑ ONE SIDE ,gBOTH SIDES ❑ 1/2 OF A V -SHAPED DISPLAY HEIGHT LENGTH DISPLAY IDENTIFICATION NUMBER (Optional PANEL 14 4-1-0 essofs Parcel Map Property Ownership Information UPRIGHTS: NUMBER SIZE / 1 MATERIAL-sessor's ETAL ❑ WOOD ❑ OTHER ❑ Redevelopment Certification (If applicable) ILLUMINATION?: INDICATE FACING DISTANCE, BOTTOM QF PANEL TO GROUND 1 CHECK ONE ❑ An imprint is � at the location. C t s S 1-14 YES ❑ NO N S E W 4 O placed ❑ An imprint will be placed by DATE: PC -9-4 The applicant hereby agrees to place and maintain the advertising display described above in accordance with the provisions of the Outdoor Advertising Act, State Regulations, and local zoning ordinances. The applicant certifies that the statements made in this application are true, and understands that an incorrect; statement of fact may be grounds for permit denial or for permit revocation. MMI 1.101: NAME (Please Print) ' SIGNA F APPLICANT OR AUTHORIZED AGENT BUSINESS PHONE NO. DATE j ykotof4Voc A.�� 53o 34z- 3234 1 0 :. STATE ZIP CO E -12 —7Z00 Cl )A t G 0 S Z I;j BUTTE COUNTY PY BOARD OF SUPERVISORS cK, Page 1 of 2 USE PERMIT February 8, 1985 DATE -(Registered mail receipt, 7-6-5.3 Revised PEMAIT NO.. AP 36.-50-062 30,. and 31 Ass'EssOR'S PARCEL NO. Pursuant to the provisions of the Zoning.Ordinance of the County .of Butte and tha special condi.t.ions set forth, below: Chester M. Sturgeon is;hereby granted a Use Permit NAdtc in accordance with appIica.tion.Jil.ed: Ori, final Use 1X&fv Permit granted July 24, 1968 and amended October 10, 19742 (date. amended again December. 18,.1984, NE corner of Highway 70 & Marysville-Baggett Road, Oroville, for auto wrecking.yard. ].: Failure to comply with the conditions specifies herein as .the basis for'approval of appli-• cation and 'issuance of Permit, constitutescause for the revocation of said permit in accor- dance with the procedures set forth.. in. the Butte County. Zo.ning'Enabling Ordinance.. 2 Unless otherwise provided for in, a condition toa use permit, all conditions must be•com pleted by thepermittee within 1.2. months° of the delivery of the.couritersigned permit to the permittee. 3. If any use for which a use permit hay been granted is not established within one year of the . date of receipt of the countersigned permit by the permittee, the permit shall "become null and void and reapplication shall be required to establish the use:_ SPECIAL CONDITIONS: as of December 18, 1984: .1.. That an 8 foot -fence shall be erected to enclosed the expansion.. The fence shall be constructed of soild wood or metal and must be completed'before any operation'of the use'in the expanded area begins. 2. That'the.-fence shall be maintained and kept in good repair at all times. 3:. That the erection of the fence must comply with the requiements of the County Setback Ordinance No..506. 4. That. -the burning of 'Junk or materials shall be approved by the California Division ofForestry as to time, conditions and changing conditions.. 5. That the applicant shall plant trees of a fast growing variety that will adequately screen the yard from Highway 70 and it'shall be duty to.irrigate and care for these trees at regular intervals. 6. That the fence, on the north side could be dispensed with due.to terrain and existing cottonwood trees. 7. Cottonwoods to be.plan'ted on 25 ft. centers and maintained on.the freeway (west) I. hereby declare undar 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 p and .that .1 agree to abide fully by said conditions. Dated: Applicant NOTE: lssuari this variance does not waive regal .ett of �obtaini.ng Building a ealth Department 0�,rmi.ts before starting construction—F, - does it waive an.y other requirements. CC: .Health Department Department of. Public Works (2) fire Department chairrnan of BOARD OF SUPERVISORS �. Page 2 of 2 USE PERMIT BUTTE COUNTY1i'MJSFfXl44D$ February 8, 1985'. BOARD OF SUPERVISORS DATE (Registered mail rec6ipt) 76-53 PERMIT NO. AP 3650-06; 30, .and 31 ASSESSOR'S PARCEL N.O. Pursuant to the .provisi.ons of the Zoning Ordinance of the County of Butte and: the special conditions set. forth below:- Chester M. Sturgeon is hereby granted.a Use'PerrMt NA..E in accordance with application filed Ori pian U.se Uxa6Fou Permit granted July -24, 1968 and amended October 10; 197.4, (date) amended again December 18, 1984, NE corner .of Highway -70 & Marysville-Bagg6tt Road. Oroville, for' auto wrecking yard. 1• Failure to comply with the conditions specifies herein as the.basis. for approval of appli- cation and issuance of Permit; constitutes cause for the revocation of said permit in accor- dance with the procedures set.forth in the Butte Cournty Zoning Enabling Ordinance. 2 Unless otherwise provided. for in a condition to a use permit, all conditions must be com- pleted by the permittee within .12 months of the delivery of the countersigned. permit to. the .permittee. 3. If any use for which a use permit •has been granted is not established within orie year of the date of receipt of the countersigned .permit by the permittee., the permit shall become null and void and reapplication shall be required to establish the use. SPECIAL CONDITIONS: as of December 18, 1984: side of the property. 8:. There shall be no more than one lot gate, one swinging.gate, two railroad gates and one door opening.open and these are to be maintained. 9. The requirement pertaining to height to which junk can be stacked to be" eliminated. 10. The area immediately to the west of the westerly salvage yard fence is to be . an equipment storage area for the crane and. rigging business. 11. Occasional storing of rolling stock (flat cars) is to bepermitted on the 'spur track, east of the property and west of the property. 12. Applicant must also comply with all other applicable State and local statutes., ordinance, and regulations: '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: App:Tica' nt NOTE: Issuance of this variance does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does. it waive any other requirements. CC: Health Department Department of Public Works (2) Fire. Department Chairman of PXX;i�dX BOARD -OF -SUPERVISORS