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HomeMy WebLinkAbout006-400-072006-400-072 0 WOOD, CLARENCE 7 THREE SEVENS LN., C CONTR: EFFICIENT ENI 60 AMP SERVICE 006-400-072 STOTT OUTDOOR, 7 THREE SEVENS LN, Cl Cont: OWNER NEW COMM SIGN MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift x 01 H COMMERCIAL Y- • �' .: .�• - � � ` j hr��e �✓ens L� .� � . FIRE WALLS (Occu anc , Area, Property)_ f Gypsum Board 1st Layer 2nd Layer Walls Ceiling - V �• . �. NOTES OFFICE COPY Address GAS s Meter By -, y Date ELECTRIC Dated—r - Meter By JOB FINALED (D ` r `- ,Signatur 4 O O=Not OK - - = Not Applicable COMMERCIAL =Not Reedy DateD FLOOR Plans OK except s's ' Date FRAMING (Continued) /_ til 11/YY 7/ . Z ing-Setbacks-Easemen is- Flood -Slope -Soil Report tg., Main; Soils-Uler Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab: Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. O.W.V.: Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe: Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts: Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except k's 16' Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except s's 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 68. Elec. Trim & Subpanel: Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. &Mech. Equip. Listed for Location 27, Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 11 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents &Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor ❑ Yes ' 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 -Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HO Approval 36. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing t 43. Draft Stop in Walls (rat proof) 44. Fire Stops: Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. _ Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RST NO. APPLICATION AND PERMIT Aq- ASSESSOR PARCELNUMBER 006-400-072 ZONING M1 BUILDING PERMIT OWNER STOTT OUTDOOR WOOD 34 —3235 TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOX 7209 CHICO CA 95927 _E0NT_ES.7VALU,, 26 000. 00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $2$ 000.00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 176.47 BUILDING ADDRESS 7 THREE SEVENS LANE CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE $ 467.97 LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW COMMER ,TAT. SIGN Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600V OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawfor the following reason: XI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCURSO OR ADDNS. ( & ACC, BUDS. 3.5¢T; Cr MULTI.OUTLET 97,50 CIRCUITS POWER APPARATUS & SINGLE OUTLET CIR. 1 20 Ex. Occup. OUTLET OR FIXTURES @'.00 BAL O .50 Ex. Occup. oirt F11Eis aiD OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23• -i5U-507 PERMIT FEE WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STA��_ e-, A 1=L& 3'� Policy Number —a _ (The above sections need no a comple ed iftHe 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' compensa 'on laws of California, and agree that if I should become subject to the worn provisions of section 3700 of the Labor Code, I shall fortthose provisions. X Date/hp,/01 SigZ!M of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavation over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 518.47 HAz. D Es IM D CDF PAR EL H ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab a for which fees have been paid. By Date PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D ANA Y• ES R IN S R G ENROD-APPLICANT 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-75411 //, APPLICATION AND PERMIT ZONING BUILDING PERMIT TELEPHONE SQ. FT. OCC. BUILDING VALUATION I L i j. 1-1, /1/V) c Ct10N LENDER LEI OUM MXUNG ADDRESS AROHTTECr OR ENGINEER ARC ,IC. OR azm4-?M !•'all M ADDREss LOT N0. I SUMMIONT{NAME USEOFSTRUCTURE SF 13Duplex ❑ Mobilehome M-EOOther �n-w►yY1Pr/Di/� PECVT TYPE OF WORK / New &?, AcidTfbn ❑' Remodel ❑ U6G6es ❑ Installation ❑ Other Q Describe Work: �� IOU L°Ovriv>'1�r PERMIT FEE PAID SHERIFF OTHER $-,2..L�2 $ Nom_ AMOUNT RECEIVED RECEIVED DATE =ire lace PERMIT FEE t rota) Valuation $ Fang Fee 20.00 " nrin Fee $ 20.00 Permit Fee $ r7f. SO Plan Checkina Fee $ / Energy Plan Checking Fee $ coNs . _ 5 PERMIT FEE S PLUMBING PERMIT Fling Fee - 20.00 Each Trap So or heat um water heaterWater i n A7,.00 Each as water hea ventGas in m 1 - 5 outleBuilding sewer Mobile Home I S i G I W 0.00 OUTLET OR FD MES wa ° Arruva. "" Ex. Occup.5.00 DtmETs D. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Mist. Wirina 23.00 PERMIT FEE S <<I) SO MECHANICAL PERMIT Fang Fee 20.00 6.50 Ventilation PERMIT FEE S Mobile Home Instailalion Fee $ Energy Inspection Fee . $ cDc CONST. Tree TOTAL FEE . HAL D. FEES IMP CP FLD CDF CEL PARPD HD TaSUE 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. o.. Data PERMIT FEE t ELECTRICAL PERMIT Fang Fee 20.00 Main Service mD�i►o�n t 23.00 Main Service tow TO IDO" 46.00 NEW CONn. nwe1NG OCCUP. 3.SA OR ADDNL 8 ADC. tans. coNs . Mtrin ovrLEr 1 1 Ca�7.50Q S OUTLET OR FD MES wa ° Arruva. "" Ex. Occup.5.00 DtmETs D. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Mist. Wirina 23.00 PERMIT FEE S <<I) SO MECHANICAL PERMIT Fang Fee 20.00 6.50 Ventilation PERMIT FEE S Mobile Home Instailalion Fee $ Energy Inspection Fee . $ cDc CONST. Tree TOTAL FEE . HAL D. FEES IMP CP FLD CDF CEL PARPD HD TaSUE 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. o.. Data COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER;.—- 1 i� 0%(/ J an r lwo-o� ASSESSOR PARCEL NUMBER r�e �7 Proposed Building Use: �'!f%I ��i !G(L Sl � h Counter Technician: Date: Items required in order to apply for a permit. All boxesAUST be checked OR marked NA in order to apply. i V 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 e6 -l4 // X 1 % q j 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal bldgs:'(1AyMetal Bldg Plans, F)Wnd plans and talcs in triplicate, (11i)1lflevations in triplicate. ip,)�Floor plans in triplicate. All of these must be stamped and wet signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in O'Chico ❑ Oroville, as applicable. O 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval ❑paid. Sent by: 24. Planning approval (A) Use:�l� (B)Parking: (C) Parcel Check: 1 2Y 0r� ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... fol26. 'NPDES Form .................. :.......................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................:.. ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: -, When issued Telephone, Cht; 5 and hold for pickup. I have been informedof t ab it 'ms nd requirements for obtaining a building permit. Applicant: ,,-y Date: /t- Lo 1. Index permit ppf fn f e above items numbered: Plan Check Letter I conal items re ontractor, designer, o was advised of the above data by one, ❑ mail, C3 counter, by Date: Contrac or r, owner, was advised of the above data by ❑ phone, ❑ mail, Elcourltteet, Date: ans reviewed by: Date: Plans approved by: JX Date Structural reviewed by: Date: Structural approved by: Date: ,142W�D_L- Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE 'DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. #,�' PRO ROSED BUILDING USE —� DATE RE EIPT DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ...................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X$0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ........ uy. -6. 10. OTHER At time of permit application, I may be changed during the pla X =$ above fees are required to be paid prior to issuance of the permit. These fees APPLICANT DATE 2, Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water. Pollution Prevention Plan (SWPPP) Acknowledgement ' [LESS THAN 1 ACRE1 Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre, or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading anter of er ermits or other sanctions provided by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/02/03 TO: Building Department FROM: Environmental Health E.M�USE ONLY , Rat RAA Attached V Flour Ran Attached SAM to B.D. q / v SUBJECT: Sanitation Clearance Owner location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other . /' /I TI Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date /It Z SoJ* Exp sr,, s►sem 11 AZY'\ -' -� Se.Tbf►c (Dtl-'rvmk 044Ue-rLT►Si,-� S,7,J Ap' �6_tioo-o5 S OTT' (3v�T�t�pR i&/3t��v1 TaS� R o, esu, X- 7t v9 Gkico i c� s�-9t►� APoc(, �f t i BUTTE' COUNTY JAN 12 2004 DEVELOPMENT SERVICES c ESPECIALTIESz' COYER .SHEET SIZE OF SIGN: 14 x 4-6- HAGL: 57-1-00 WIND LOAD: SO ALLOWABLE SOIL PRESSURE: 4-001-44+ STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG (col ..1oc. _) FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET Y -BUILD ANGLE OR 30 FEET (M4. OPENING)* BACK TO BACK OR SINGLE FACE FOOTING DESIGN: ROUND DE3 i r.,+ 'F0z Zo0� 3.0 n ¢O•d ,�LLIA,y..�'a! . - PSS-'/� � Sv t (..� ��� ti,� X SQUARE 61570 m Exp, 08=30-05 SPREAD VALID 0 HEN WET SE c,v.i� �•� SPECIAL CONDITIONS: rid -'5) ffLjTf5 COUNTY. BUILDING-MISION TABLE OF CONTENTS APPROVED CRITERIA - - - - - - - - - -- - - - - - - - - CS-i /A915t PA HEAD DESIGN------------------H-l714 re.0 µ-'s TORSION DESIGN - - - - - - - - - - - - - - - - T -i COLUMN DESIGN- - - - - - - - - - - - - - - - C - I FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - M-1 MMETAL •WELD MSPECIALTIES'= JOB TITLE I' $-+ 4-S c4.1 JOB NO. SHT CS- I OF CALCULATED BY DATE Z Zt g,(o CHECKED SY DATE SCALE REFERENCE CRITERIA SPECIFICATION CODE. 200 l G 3<.- STEEL. <iSTEELASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A -53B, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE *N" CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS SPREAD FTG. ALLOWABLE BEARING PRESSURE IJ PSl SEE SOIL REPORT OF UBC TABLE NO. 113-1-A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 4-0 0 PSF/FT SEE SOIL REPORT OR C43C TABLE NO. 16-1-A o �, s f '1-1 IT' Ll DESIGN LOADING l �/�GTo M 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 WE 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 's 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs l ` EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND. STAGNATION PRESSURE AT 30'-0" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 1 70 75 1 80 90 100 1 110 OVERALL qs HEIGHT 12 6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 30 123 21.7 25.0 282 35.8 44.1 53.4 ` 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 .60 1.43 25.2 29.0 32.8 41.6 51.2 62.0 80 1.53 1 27.0 31.1 35.1 44.6 54.8 66.4 MMIETAL •WELD MSPECIALTIES-'j -ncrcnciv.c HEAD DESIGN FRONT CATWALK JOB TITLE FC 42 I A J08 NO. SHT. OF CALCULATED BY SA C DATE _3�T• CHECKED 8Y DATE SCALE 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 LL GRATING - 3.14 X 3 9.42.PLF �-, � I-' o" CONN & MISC 1 2.58 23.6 PLF PLF GRATING - SPAN 3';0" USE AMICO EXPANDED METAL GRATING . CAP = CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) a. 1_'o _ � Mmax ='23.6 X 14 + 20 X 3 X 14 = 578.2 + 1470 = 2048 2 =.1024F .8 8 USE K4 --X 3 X 1/4 LL.V. Fb 1.024 X 12 - 12.29 KSI (S 1.0 IN ) 1.0 C4 MEN .EDGER P-- (23.6 X 12) + 800 = 1083.2 ;12'TRIB)r M m 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) = 3.331-K 1IN. FLANGE - 3.24/2 X 3 = .54K /IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP = 101 " > 3.33' K ;ONNECTION DESIGN PER AISC HANGER TYPE CONNECTION K Inax [.02' (3) 12 + .0236 X 12] X 4 + .009 X 5.5x'/2 m 4.1491 ;12' TRIB) P = 4.149'-K /1.28 = 3.24K /ANGLE 3 X 3.X 1/4 X 4 3/4" 1 3/4" GAGE WP.- 3.24/4.75 = .682 KLF;&,.65 KLF PREL. SELECTION TABLE b 1 3/4" - 1/4 m 1-1/2" a m 3 - 1 3/4 = 1.25" b' = 1.5 - .625 ® .875" a' Q 1.5 + .625 = 2.125" a''+ b' m 3" p = 4.75/2 - 2.375" d' m .625" = 1 - (.625 / 2.375) _ .7368 M ® [2.375 (•.25)� X 36]/8 = .668 [3.24/2 X 1.5 / ,668)-1] / .7368 m 3.58 Bc 1.62 [1+ .73688) .875) = 1.90 KIPS 1 + .7368) C 2.125! FLANGE b8 X 1.90 X 2.125 X .875 1/2 a .2768 IN>.25 (2.375 X 36 [2,125 X .7368 (3.0)) 10%.OVERSTRESS USEL<-3X 3 X 1/41X 4 3/4 LONG W/ 1/2" DIAMETER A307 BOLTS Vm , o 2" T R I I m 3.9K VOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS MMIETAL • WELD ESPECIALTIES' ncrcrirm,t HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLE 2 C G� 49 A JOB NO. SHT� OF CALCULATED BYy � v DATE CHECKED BY DATE SCALE DESIGN LOAD L.L. m 20 PSF X 2 X 12 (MAX TRIB) - 480# ( 2 MEN) <--200 m 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 10 a. + 20 X 2 X 14a = 1230' - #/2 - 630 - /STRINGER 8 8 Fb m .630 X 12/.577 e 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) :EDGER P - (17.2 X 12) + (20 X 12) - 446.4# _ M - .45 (1.0 + .5) + .009 .(2.5' /2) 703 X USE W6X9 UNSUP LGHT 2'-6" Mcap - 11`-K > .703 `' K ;ONNECTION DESIGN PER AISC HANGER TYPE CONNECTION imax - [.02 (2) 12 + .0172 X 12] X 2.5 + .009 X 2.5� /2 - 1.744 -K ;12' TRIB) P m 1.744 X 12/9.375 v 2.23w- WP .23KWP o 2.23/4.75 = .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE < X 1 4 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER AISC HANGER CONNECTION 2.23'/ 2 BOLT / 3" _ .37K / INCH USE 3/16" FLANGE CAPS .61K /IN MMETAL •WELD MSPECIALTIES- Mr-rclnckl fr TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS DESIGN CRITERIA 14 X 48 MAX. TRIB AREA — 8'-0" MAX. UNBRACED LENGTH CANT. LENGTH 14'-0" TRIB LENGTH OF TOP STRINGER JOB TITLE 6,7 u 14- JOB N0. SHT.%4� OF CALCULATED BY Q DATE � CHECKED BY--, DATE SCALE WIND 2 1/2' 3' 3 1/2' 4' 4 1/2' S' 20 26" 21" 18" 16" 14" 13" 30 26" 21" 18" 16" 14" 13" HI 40 20" 16" 13 1/2" 12" 10 1/2" 10" 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 13" 10 1/2" 9" 8" 7" 6 1/2" L 3 X 3 X 1 A BOLTS A325N 1/2" DIAMETER - 1.33 X 4.1 ® 5.4� 5/5" DIAMETER - 6.4 X 1.33 - 8.5K WIND 20 30 40 50 60 19.4 CHORD FA FB 6.3 13.2 4.7 13 6.3 17•.4 7.8 10.8 113 ANGLE CHORD SIZE L2 1/2X2 1/2X 1/4 L3 X 3 X 1/4 L3 X 3 X 1/4 *L3 X 3 X 1/4 *L3 X 3 X 1/4 BOAT SHBAR PER BOLT 3.5 4.2 4.9 5.7 6.4 TUPEN BOLT A325 1/2" 1/2". 5/8" 5/8" 5/8" 1 PL. THICK 1/2" 5/8" 5/8" 3/4" 3'4" 1 MIN WELD 1/41- 1/4" 1/4", 5/16" 3/81, M - P, X d fa -M/3.5 X NG - TRUSS STRGR WIND X SPG X SPCG X SPAN Mmax X 12/5 6 NDED - fa + fb fa (1---W �i 116.33 KSI 70 0 K KSI L3X3X1/4 � G(ZOSS F��CE• L1 G.kOSS K4ACE GAO pG�= ;,•IIID (fb) < 1.33 21.6 KSI L 3 X 3 X 1/4 ..�,.. ALTS %.32 s) BOLTS - SHEAR - M/3.5 X 3 BOLTS + DL/3 X 2 F Pe N PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) WELDING SHEAR m Mmax X 12/10" X 9 X 2 X 1.33 20" Q 702Si0N Mm"ETAL a WELD MSPECIALTIES' REFERFNr= 14 X 48 6 UPRIGHTS CONN. CMS FF, SF; DF JOB TITLE � IJ I ,4 �-74 5' 6' JOB NO. SHT.� OF / Q CALCULATED BY DATE `• Z y CHECKED BY DATE SCALE 1.33 DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN `' MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS Mmax a (30 PSF WIND) X 8 X 142'/2 a 23.52'.14 /2 e 11.76'-K%UPRIGHT (40 PSF WIND) e 15.671'14 (50 PSF WIND) 0 19.59`-" .(60 PSF WIND) 23.52-K (20 PSF WIND) e 7.84'" ,E FACE OR "V" BUILD Mmax m (30 PSF•WIND) X 8 X 14z (40 PSF.WIND) (50 PSF WIND) (60 PSF WIND) (20 PSF WIND) /2 m 23.52 -'4 -/UPRIGHT 31.34'-K SEE MIN. FLANGE THICK. 39.18'-K IN CONN. BELOW OR 47.04'-k 1/4" GUSSETS 15.68'-"- BRACED LENGTH UPRIGHTS / 1/3 4' 5' 6' 7' 8' PSF 9' 10 11' 1.33 W6 X 9 STRESS W8 X 10 14.6 13.3 13.3 '12.7 11.3 10 8.7 8 3/16 INCREASE W12 X 14 21 36.7 18 34.3 16.7 32 15.3 28.7 14 25.3 12 22 10 '18 - PSF 1. W12 X 26 CONNECTTON 89.389.3 8.7 89.3 81.7 81.7 81.7 75.3 1 70.7 1/2"+ CENTER MOUNT, FULL FLAG, DOUBLE FACE OR IS cQC� DESIGN FOR 510,46L..E UPRIGHTS Mmax X 12 a 2T (20") + 2T (24") .Mmax m MDL + MkLN►� "�- TENSION �(( SHEAR/BOLT m 3.6/8 a .4514 NEGLIBLE TOTAL ^A I SG ILPP4L' ND T �BOLTS A307 FLANGE W/ 1 3 INCR 1 3 INCR WEB THICK 20 PSF 2.8 1/2 4 X 1.33 1/4" A.. 3/16" .�1 PSF N h -/:I X 50 30 1,Ts MItq. AISC WEB STIFF INSTEAD USE 5/8 "� - A307 WELD TORSION VDD- 1.914 Vhl„jp m 56 K 1.91�+ 5614 a 57.9" / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF ND T �BOLTS A307 FLANGE W/ 1 3 INCR 1 3 INCR WEB THICK 20 PSF 2.8 1/2 4 X 1.33 1/4" A.. 3/16" 30 PSF 4.2 1/2"c? 4 X 1.33 1/4 ft -1 3/16 0 PSF 5.6 1/2"� 8.7 X 1.33. 5/16 � 1/4 50 PSF 7.0 1/2"0 8.7 X 1.33- 5/16 Ft 1/4 60 PSF 8.4 1/2"+ 8.7 X 1.33 ; 5/16 1/4 INSTEAD USE 5/8 "� - A307 WELD TORSION VDD- 1.914 Vhl„jp m 56 K 1.91�+ 5614 a 57.9" / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMOETAL • WELD ESPECIALTIES-'j. ncrcnU.iv%.,c 4 X 48 6 UPRIGHTS CONN. CM, FF. - DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED_LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE C.C/ V 14 4�_, A -JOB NO. S/H��T. ^� OF CALCULATED BY f' G DATE jy CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X 8 X 14 2'/2 - 23.521"K /2 - 11.707" /UPRIGHT (40 PSF WIND) - 15.67'-k (40 (50 PSF WIND) ® 19.59" `(50 (60 PS7 WIND) - 23.521'K (60 (20 PSF WIND) m 7.84'-4 (20 SINGLE FACE OR "V" BUILD BOLTS A307 W 1 3 INCR Mmax o (30 PSF WIND) X 8 X 142-/2 m 23.521-K /UPRIGHT (40 PSF WIND) 31.34'-4 SEE MIN. FLANGE THICK. `(50 PSF WIND) 39.181-"- IN CONN. BELOW OR (60 PSF WIND) 47.041- 1/4" GUSSETS - (20 PSF WIND) 15.68'' NBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIC 20 PSF 1.6 1/2 4 X 1.33 3/16 LENGTH r; UPRIGHTS 4' 5' 6' 7' 8' 9' 10, 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 -18 W12 X 26 89.3 89.3 89.3 81.7 81.7 81.7 75.3 70.7 UUNNhUTIUN CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 s 2T (20").+ 2T (24") Mmax •MDL + M �iN TENSION 2 SHEAR/BOLT m 3..6/8 m .454 NEGLIBLE TOTAL 7JLA14GER DESIGN ISC WEB STIFF IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIC 20 PSF 1.6 1/2 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 •Y INSTEAD USE 5/8'4)- A307 WELD TORSION VDD= 1.9k VWigc)- 56- 1. 9 "-+ 6`1.9"+ 564 m 57.9'- / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMOETAL • WELD SPECIALTIES= 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" J08 TITLE �� % " ► i--' JOB NO. SHY..- OFA-_;_ CALCULATED BY •�• � �`'� DATE CHECKED BY DATE SCALE BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 141 /2 m 23.521_'/2 -:11 -.7V -"`/UPRIGHT (40 PSF WIND) 15•.67 (50 PSF WIND) 19•.59 (60 PSF WIND} m 23.52 (20 PSF WIND) a 7,84' SINGLE FACE OR "V" BUILD BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR Mmax - (30 PSF WIND) X 8 X 14� /2•= 23.5217r -/UPRIGHT 2.8" (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 W6 X 9 UNBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR � WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 LENGTH UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' 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 X 14 36,7 •34,.9 32 28.7 25.3 22 18 - W12 X 26 89.3. 89.3 1 89.3 1 81.71 81.7 81.7 75.3 70.7• CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M flL + MW) 'X 12 m 2T (2011) + 2T (241,) SHEAR/BOLT.- 3.6/8 - .45k NEGLIBLE uP�_iwt TOTAL MMW MOL + Mwind ASIC HANGER DESIGN r AISC WEB STIFF ���----I WIND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR � WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2" X 1.33 1/4 3/16 40 PSF 5.6 1/2" 8.7 X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 x/81. MIN. roLTs -21/1 M��• (�Al�� I== • WELD ESPECIALTIES-` 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. LENGTji 14'-0" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE JOB NO. SHT. j J !J OF �J CALCULATED BY J ff'C:-` DATE CHECKED BY DATE SCALE Mmax (30 PSF WIND) X 8 X 142 /2 m 23.52 1 -"*-'/2. - 11.76!_1/UPRIGHT (40 PSF WIND) 10' =.15.67 (50 PSF WIND) 13.3 - 19'.59 (60 PSF WIND) 8.7 - 23'.52 (20 PSF WIND} 18 . - 7.84 SINGLE FACE OR "V" BUILD -'/UPRIGHT 12 Mmax (30 PSF WIND) X 8 X 14¢ /2 23.52' 36.7 (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 UNBRACED LENGTH UPRIGHTS 41 5' 6' 7' 8' 9' 10' 11' W/ 1/3 t: W6 X 9:- 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 . 16.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 34.3 32. 28.7 25.3 22 18 T.71 1) 1) v 1)c on 12 on n no z aT 7 Al 7 S21 7 7S A 7n CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M pL+ MW X 12 - 2T (20") + 2T (2411) 2 SHEAR/BOLT - 3.6/8 - .45 K NEGLIBLE - TOTAL Mmax= M u v -1+r N v I BOLTS A307 FLANGE W/ Pr' ' . 5ee20 WIND T W 1 3 INCR PSF 1.6 1/2"6 4 X 1.33 ,i 30 PSF 2.4 40 PSF 3.1 X 1.33 X 1.33 -�_ �-�L} 50 PSF 4.0 X 1.33 - 60 P*F 4.7 1 X 1.33 _1 - f- IR N ft -v'/84 M I N ' L50�Ts -21/ 11 MAA. CPA 6 . 3/16 1/4 1/4 5/16 5/16 %�AISC (, HANGER CONNECTION -t- Mwind WEB I 3/16 X3/16 t_AISC WEB STIFF MMOETAL a6NELD ESPECIALTIES'= n Cr CtltlVl.t L 3 X 3 X 1/4 STRINGER JOB TITLE '5� � 3 JOB NO. S/H�T. 1 -�, OF_ p CALCULATED By=_ DATE 0 • `� CHECKED BY - DATE SCALE DESIGN CRITERIA Y� \ Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 'C..ALLOW STRESS 36 KSI w m Mmax X 8 MAX SPACING - W / WIND LOAD SPAN" (FEET) BIAXIAL BENDING m WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S e .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND MAX. SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING FT TRIB AREA SPACING FT TRIB AREA SPACING 'FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 r 11 4.56 11 2.28 11 2.87 12 3.83 12 2.28 12 2.87 13 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 Mm""ETAL •WELD ESPECIALTIES'= REFERENCE 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE -/O S p 1421-5r JOB NO. SHT R ✓ OF CALCULATED BY �.'" C DATE CHECKED BY DATE �_- SCALE BEAM SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 33 20 - . 507 - - - - - M DL-/ CANT PSI c�- DL P(CANT X 12)3 3(29,500) IgM Moi Pm INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - STRINGER 4 X 4 X .9 X 8- 157 W12 X 22 61 40 - - .20 .65 - - - - L_- (.350 + .57) (CANT + 1.33) + - UPRIGHT 22 X 17.5 a 6.5 385 7.3 A3/ 8.2 (.385) (CANT + .5) + .188 (CANT + 4) 7.4 CATWALK (23.6 + 2 X 17.2) 8 464 10.1 17/16 60 275 (CANT - 1.5) + .095 (CANT) 10.2 LEDGER 9(5.5 + 2.5 + 2..5) - 95 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT 1451# molk SEE SHEET H3 Mmax ONE UPRIGHT M7 m MW1aD i-1< + MI -K �.,DE �"+�1�6r� 5, 10' 15' 20' 25' 30' 35' WIN MCIL Mw M M M M M M M M M c Mr M Mw Mr M t Mw Mr M L M M 20 PSF 9 16 25 16 do 32 23 do 39 30 do 46 38 do 154 45 do 61 52 do 68 30 PSF I 1 24 33 40 47 1 I 54 62 1 1 69 i 16 40 PSF 31 40 47 54 ' i 61 69 1 76 83 50 PSF 39 48 55 ' 62 I 69 77 84 I 91 60 PSF =°- 47 56 �- .� 63 .� -• 70 W 77 �% y NOTE: CONNECTION BELOW FOR MIN. FLANGE BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS BEAM UNBRACED 5' 10' IT 15' D. S' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 20 - .05 .35 - - - - - M DL-/ CANT PSI c�- DL P(CANT X 12)3 3(29,500) IgM Moi Pm 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 - .10 .33 .75 - - - CONNECTION CENTER MOUNT, FULL FLAG V -BUILD S ES A30VE 4'! F7q2 SI �ti MT 2 T (23/12) + 2T (27/12) - MT /8.33 - TENSION BOLT I BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 - 1.58K/BOLT FL -A -toe T+41C1- • D�s1�N �.1SC. bol -?"S Pi BOLTS (0 Toldt-) (A37r Li �4D ) L<J E3 l�"� -roR�loN W(1 N. 6461-&E�' 211-1. WIND T -1 B F T B F T B F T B I F T B F T B F 20 3 .11/2 1/4 3.8 1/2 5/16 4.7 1/215/16 5.5 1/2 5/16 6.5 1/2 5/16 7.3 1 2 3/8 30 4 -1 1 5/16 4.8 5.6 1 6.5 6 7.4 3/8 8.3 40 4.8 5.6 6.5 7.3 A3/ 8.2 I 9.1 .� 505.8 6.61 7.4 1 3/8 8.3 9.2 10.1 17/16 60 -6. T --r W 7.6 3 8 8.4 -- 3/8 9.2 10.2 -1-J7/16 11 -- I -' 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT CAP = 8.67 X 1.33 = 11.561` /BOLT MMETAL •WELD WSPECIALTIES= OCCCOCK111C JOB TITLE I 14,45 _,�, JOB NO. SNT. �— I OF CALCULATED BY �'C DATE CHECKED BY DATE SCALE ION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 2 W10p 14 X 48 - BACK TO BACK K�F 1 POL. — HEAD WT CM. .406 F.F. .463 KLF dl OIL-m� (INCLUDES TORSION) . 17' - 6" To(zl-' No l Pw - WIND LOAD (PSF) 2 X HEIGHT MOS- - POL. (KLF) [(d -(d,+ COLO ) ] /2 Mb- Mw, + MPi 2 a Okl IND Mme' - P„j (KLF) ( (d- (di+ COLO J /2 Mb- Mwa + MPL 2 „ d - X81 M -r - (HEIGHT -1 1/2) (Pw X (d-(di+COLpIj) /-5���2 ' 2 2 COMBINDED LOADING M� + (Mt )a < 1 kvn�r_R 1" M b Ca -P M{•EFLECTION DEAD LOADPSF L°. tr m;�' mO C,AP WIND "d" Mw. Mw. M M ofsndnf; oma+ IINE BOLT PL FLANGE Cbz=2. 20 0-1354'1 469 58 114 9781 A 1 iii. 1 CZ ., if 1 7/8 11 16 1-11l 20 123 46 191 67 _ 3 , 4 13 4 5 824 89 1 m 1 -1 r. �� 4 v S�•D C - C O L, , -v 9SI0 BOLTS(D MAX T— (MOL /d;. X 6)+MT/d,X 6 V (Mwj /dj /2 X 12)+PwX d/12 2 T—Mwa„(MAX)+MOL/d�X 6 V—PwAX V/12 BOLTS TALL—(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAPPLM—TX3X5 t REQ - 6M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 MM"ETAL •WELD imSPECIALTIES= GFGcocr.irlc JOB TITLE c� T 14,,' •% JOB NO. SHT OF_�_ CALCULATED BY - �T` DATE �2 CHECKED BY DATE SCALE ION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 OWIKD 14 X 48 - 15' V Ppb m HEAD WT CM. .445 KL -F F.F. .502 kI'F (INCLUDES TORSION) To(Zs110 PIA - WIND LOAD (PSF) X �'jr- (ter _HEIGHT MDL" PpL(KLF) [(d -(d,+ COL -+)J2/2 Mb- Mw2+ Mph 2 IOwIND MW,- PA (KLF)[(d-(dl+ COL�>)J2 /2 Mb - 2 d = 4-► . a.r M? – (HEIGHT -1 1/2) (Pw X (d -(di O +COL) 2 k\ • COMBINDED LOADING ML.+ (Mt )� < 1 r.. 0 0 0 MbcAp MtiGh �P W o -r FOR 1" DEFLECTION DEAD LOAD-, N 0 0 � 0 JJ0 _ o�IO U2�2r (j SLLDDLE lll��� rTo P-1-1- 10 9 MwZ + M p V rar WIND 'rd"' Mw Mw Mo LAR M MT NIN• MOM INJ Rig?c>J BOLT CAP PL FLANGE 20 0 5' 347 292 38'497 2-3-411 606 504 113 105 28825 11 20136 1/4 1 1/8 15/16 7/8 10 226 28 311 384 91 14495 1 3/4 15 167 25 225 280 78 — 7/8 11/16 I 20 117 21 155 194 66 — 3/4 1 3/4 5/8 .V 3.7 86 18 110 139 56 — 1/2 1 3/8 1/2 30 0 521 57 497 720 •170 28825 1 3/8 15/16 5 438 50 411 600 1 157 20136 1 1/4 7/8 10 339 42 311 460 137 14495 1 1/8 13/16 15 256 38 225 341 117 — 1 3/4 20 176 32 155 235 1 99 — 1 11/16_ 23.7129 27 110 170 84 — 5/8 1 5/8 9/16 40 0 694 76 497 854 226 28825 5 584 66 411 714 210 20136 1 1/2 15/16 10 1 452 56 311 549 182 14495 1 1/4 7/8 . 15 334 50 225 403 156 — 1 1/8 13/16 20 234 42 155 281 132 — 1 3/4 23.7 176 36 110 207 112 — 5/8 1 3 A 5/8 50 0 868 95 497 1000 283 28825 5 730 83,411 838 262 20136 10 565 70 311 645 228 14495 1 3/8 7/8 15 418 63 225 475 195 — 1 1/4 7/8 60 20 23.7-215 0 293 1042 53 1 45-110 1114T497 155 331 242 1154 165 140 340 — — 28825 1 1/8 3/4 2 13/16 11/16 5 876 100 411 977 314 20136 10 •678 84 311 746 274 14495 1 1/2 15/16 15 512 76 225 559 234 — 1 3/8 7/8 20 1352 64 155 385 198 — 1 1/4 13/16 —23.71- 258 54 110 280 168 — —.3/4 3/4 Paot.-fs C O (,— 11// 5!Z BOLTS O1 MAXI T—(MpL�/d2 X 6)+MT/d, X 6 V-(Mwl. /d, /2 X 12)+PWX d/12 2 T-Mw.r (MAX)+MpL./d2X..6 V-PWLX V/12 BOLTS TALL=(55 X 1.33 - 1.9fv) (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" k11p-fir ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 JOB TITLE -G I I �+ METAL ® �E L � JOB NO. SHT �� OF Q CALCULATED BY i_A C DATE SPECIALTIES CHECKED BY GATE SCALE REFERENCE TORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 _; OQ jjKp 14 X 48 - 20' V AN ob Ppb = HEAD WT CM.= .460 F.F.= .517 --`�!'1�.-- ( INCLUDES TORSION) �To(LslOh4 PW m WIND LOAD (PSF) x III- (o HEIGHT Mph- P pL (KLF) [ (d- (d l+ COLO) ]2/2 Mb= MwIZ'+ Mpg . 2 MWI - PW (KLF) ( (d -(d I + COLO J2 /2 Mb- mw-;_, + MpL 2 M -T -- (HEIGHT -1 1/2) . (Pw X (d- (d+COLO ) � 2 COMBINDED LOADING M b + (Mt )2 < 1 FOR 1" DEFT.R(:TTnu nVAn T1nnnP MtC�P - I I CAP n 4 7/8 20 33911 84 152 372 195 — 1 1/4 1 13 16 b.51 2551 7211111 278 — z /A StSD C - c o l,. -o gSId9 A32-(;; P oL-rs BOLTS 1 MAX ;. T-(Mpyd2X 6)+MT/d,X 6 V (Mwi /d.1/2 .X. 12)+PWX 'd/12 T7Mw-2(MAX)+Mpg/d2X 6 V=PW2 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 6M/27 X 1.33 X b' FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" 14 ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 f1iMETAL • WELD ESPECIALTIESZ RFFFRPNr= JOB TITLE -:k27 jQ 43 1, JOB NO. TSHT Til OF CALCULATED BY J C DATE CHECKED BY _�_ DATE SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 2 WIND 14 X 48' - 30' V rf) PpL m HEAD WT CM. .507 F.F. .566 _ (INCLUDES TORSION) To(Zs1,of4 Py,I - WIND LOAD (PSF) u d c 1-11- C -0I HEIGHT M„V- PpL (KLF) [ (d- (dl + COL 4�) ] 2/2 Mb= Mw!2 + MhL 2 Okl IND MWS! P y1 (KLF) [ (d- (dl + COLO ] 2 /2 Mb= Mw + MDI_ 2 c qs M T- (HEIGHT -1 1/2) (Pw X (d-(d,+COLO) 2 COMBINDED LOADING M b + (Mt )2 < 1 PSF "-d” �r. MoM i./L.L�L LVLTJ CAP IND Mw Mw M, M InF N� BOLTPL FLANGE 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 1 3/4 15 148 49 227 276 74 — 7/8 11/16 20 102 40 153 193 61 — 3/4 1 3/4 5/8 22.8 79 36 116 152 54 — 1 2 1 3J8 1 2 30T- 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 22.8 119 54 116 170 81 5/8 __11/16 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 53 255 122 — 1 3 4 22.8 16 196 108 — 5/8 1 3 4 11 16 50 0 A�162 14 947 270 27230 5 25 793 247 19029 10 510 142 317 600 217 107961 3 8 7 g' 15 370 122 —1/4 227 434 185 — 1 13 16 255 100 153 293 153 — 1 1/8 3/4 22:8 90 116 229 135 — 3/4 2 11/16 N19720 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 15/16 15 444 147 227 499 222 — 1 3/8 7/8 20 306120 153 342 1841 1 1/4 13/16 `f 2:812371108 116 264 162 — 3/4 3/4 S�Spp�E To C7 t`l c o 5/Z BOLTS OI MAX T=(Mph/dZ_X 6)+M- /dl X 6 - V=(Mwl./di/2.X 12)+Py„X d/12 2 T–Mw2(MAX)+Mc,,/dz.X 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 1� FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" W! DTk ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 Mam'ETAL imWEL .M SPECIALTIES'j REFERENCE FLANGE STIFFNER MAX. MIN. BOLT FLANGE TENSION THICK STIFF. 26 5 8 10 1/2 31.511/16 37 3/4 43.5 13/16 50 7 8 58 15/16 66 1 30 5/8 10 X 1/2 40 11/16 50 3/4 60 13 /11; tsu 15/16 90 1 14 1/2 8X14 •18 9/16 22 5/8 26 3/4 30 7/8 411 5/16 3/8 1/4" 411 JOB TITLE -FS JOB N0. SHT.-- OF 4 CALCULATED BY 7/ DATE CHECKED BY DATE SCALE 51/2' K1 `--N10 f3M. spa 1 "• BOLT 5TIf-F. ft., MMETAL ESPECIALTIES'= JOB TITLE JOB NO. SHT._ OF Q CALCULATED BY C DATE L�! CHECKED 8Y DATE SCALE REFERENCE r COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) a T X 2 REQ M X 6j l►" r S 27 X 1.33 r: CENTER MOUNT 1 G %moo o BOL IM (PLATE) — T X 4.5/6 M /W m 11-K/INCH t REQ M X 6 27 X 1.33 FULL FLAG PLATE I STIFFNER Lim ®m ®m ®m "\ MIN 45" SLOPE l CAP BOLT TEN. PLATE STIFFNER IND 38 1/2 SQ- 44 STHK WELD THK WELD 20 40K 36 1 450 V 1/2X8 5 Ll 6 30 43 40 1 450 V 1/2X8 5/16 40 46 43 -I-1Z8 450 V 1/2X8 5/16 50 50 46 1 1-/A- 450 V 1 2X8 3 8 60 53 50 1 1 4 450 V 1 2X8 3 8 "\ MIN 45" SLOPE l MOMETAL • WELD ESPECIALTIES'= REFERENCE COLUMN 5' - 50' 14 X 48 BACK TO BACK Pwl = W X WIND X HEIGHT 17'-6" Pw2 = V X WIND X HEIGHT 17'-6" Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl m Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE—C-1-4 C�"&, o JOB NO. SHT. I OF 2 r CALCULATED BY v T� DATE CHECKED BY DATE SCALE MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb Mwl'+ MDLa'OR Mw2 + MDL (GREATER NUMBER) D= D 'j'O�SIO(� � • L O lel j�D Mt Mwl - SHT T-1 Mb + (Mt ) < 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2 MDL Mb DL DE FL Mt I4 WIND HAGL d Mwl Mw2.MDL Mb Mt DL DEF I4 20 5 0 2311 0 469 523 354 343 40 30 0 1303 0 469 1385 708 ^ 10 0 3151 0 469 565 354 1374 35 0 1471 0 '469 1544 708 15 0 3991 0 469 616 354 3091 40 0 1639 0 469 1705 708 20 0 483 0 469 673 354 5494 45 0 1807 0 1469 1867 708 I 25 0 567 0 469 736 354 8585 50 0 1975 0 1469 2030 708 34340 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469 872 354 16827 1 10 0 788 0 469 917 885 .1, 40 0 819 0 469 944 354 21978 1 15 0 998 0 469 1103 885 45 0 903 0 469 1018 354 27816 I 20 0 1208 0 469 12961 885 50 0 987 0 469 1093 354 34340 25 0 1418 0 469 1494 885 I 30 5 0 347 0 469 5831531. 343 30 0 1628 0 469 1694 885 I 10 0 473 0 469 1 666 531 i 35 0 1838 0 469 1897 885 ' 15 0 599 0 469 761 531 40 0 2048 0 469 2101 885 -� 20 0 725 0 469 863 531 45 0 2258 0 469 2306 885 34340 25 0 851 0 469 972 531Lu 50 0 2469 0 469 2513 885 343 30 0 977 0 469 1084 531lu 60 5 - 0 694 0 469 838 1062 1 35 0 1103 0 469 1199 531 i 10 0 946 0 469. 1056 1062 40 0 1229 0 469 1315 531 � 15 0 1198 0 469 1287 1062 45 0 1355 0 469 1434 531 20 0 1450 0 '469 1524 1062 i 50 0 1481 0 469 1553 5A 34340 ! 25 0 1702 0 469 1765 1062 40 5 0 463 0 469 659 708 343 30 0 1954 0 469.2009 1062 10 0 630 0 469 785 708 35 0 2206 0 469 2255 1062 15 20 0 0 799 967 0 0 4691 469 26 1075 7081 7081 1 40 45 0 0 2458 2710 0 0 469 46912750110-6-2 2502 1062 ' J' �' 25 0 1135 0 469 1228 708 " w 50 0 2962 0 469 2999 1062 34340 COLUMN 55 - 100' HAGL 14 X 48 BACK TO BACK 408 TITLE JOB NO,---� SHT.� OF CALCULATED BY G a / GATE LaGJ� CHECKED BY -------- � DATE -- SCALE Pwl W X WIND X HEIGHT 17'-6.. Pw2 m V X WIND X HEIGHT .17'-6- Mwl m Pwl (AT GROUND Mwl Pw2 (AT GROUND X (HALL LEVEL) X (RAGE LEVEL) + HEST_) 2 + HE�HT) 2 2Q WIN> MDL (AT m Pdl X TORSION GROUND LEVEL) LENGTH/2 ---" Mb a Mwl?+ MDL? OR Mw2 + (GREATER NUMBER) FULL OLel I N C> FLS Mt Mwl _ SHT T-1 Mb Mb CAP + (Mt )?< 1 HAGL =HEIGHT ABOVE GROUND LEVEL LOAD - NEGLECTED Mt CAP I_--- I4 FOR 1" DEFLECTION DL DEFT. 4 MMETAL •WELD NSPECIALTIES'= REFERENCE COLUMN 5' - SO' HAGL 14 X 48 20' V JOB TITLE -20'C 7 4(C3 Mwl e Pwl JOB NO. SHT. _ C OF��� CALCULATED BY - T/4G DATE CHECKED BY_ DATE (AT GROUND SCALE Pw2 V X WIND X HEIGHT Pwl W X WIND X HEIGHT Mwl e Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 DEFL I4 A MDL o Pdl X TORSION LENGTH/2 20 25 30 35 40 (AT GROUND LEVEL) O WIN D 5846 9134 13153 17903 23384 50 Mb Mwl.+'MDL�OR Mw2 + MDL r �-To�storl� 1875 2037 764 1 933 1116 (GREATER NUMBER) pyo 45 F 11 L L O l� I r(D Mt = Mw - l SHT T-1 Mb + (Mt )2< 1 L Mb CAP Mt CAP 1208 AIXAL LOAD - NEGLECTED HAGL o HEIGHT ABOVE GROUND LEVEL �I4 FOR 1" DEFLECTION WIND 20 HAGL d 5 0 10 15 Mwl 231 315 399 Mw2 96 131 166 MDL Kb- Mt 499 595 338 . 630 665 DL DEFL I4 365 1461 3288 WIND 40 HAGL 30 35 40 d Mwl 0 1303 1471 1639 Mw2 54:2 612_1502 68 Z DL Mb 499 1395 1713 D Mt 6761 DEFL I4 A 20 25 30 35 40 483 567 651 735 819 201 236 271 700 755 820 888 959 5846 9134 13153 17903 23384 50 45 50 5 10 15 1807 1 1975 1. 578 788 998 752 79.8 240 32 415 1875 2037 764 1 933 1116 846 36537 365 45 903.3761032 29595 20 1208 503 1307 30 50 5 9x87 347 1106 643 507 36537 365 25 30 1418 1628 59 678 1503 1703 10 473 696 35 1838 76 1905 15 599 780 40 2048 85 2108 20 725 880 45. 2258 94 2312 25 851 3541151,98750 2469 998 2519 36537 30 977 407 1097 60 5 694 2881 855 1014 365 35 1103 459 1211 10 946 393 1070 40 229 512 1326 15 1198 498 1298 45 355 564 1444 20 1450 603 - 1533 40 50 5 14811599 463 192 1563 691 6761365 36537 25 30 1702 1954 708 81 1774' 2017 10 630 262 804 35 2206 91-8_2262 15 799 332 942 40 2458 102 2508 20 967 402 1088 45 2710 112 2756 25 135 472 1240 50 2962 119 3004 3b537 MMETAL •WELD MSPECIALTIES-'j COLUMN 55 - 100' HAGL 14 X 48 20' V JOB TITLE -_ 4:20C 14 8 (.,) O JOB N0. SHT. `� / Of CALCULATED BY �DATE`? �/` CHECKED BY DATE SCALE Pwl = W X WIND X HEIGHT Mwl - Pwl X (HALL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) •17'-6" (AT GROUND LEVEL) 2 GOL. MDL m Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) �WINe - Mb Mwlg+ MDL20R Mw2 + MDL (GREATER NUMBER) FULL O�(yp Mt - Mwl - SHT T-1 Mb + (Mt FLS Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL - HEIGHT ABOVE GROUND LEVEL �.I4 FOR 1" DEFLECTI DEFL 4 W, �1 fliMETAL • WELD SPECIALTIES -'j COLUMN S' - SO' HAGL 14 X 48 30' V Pw1 m W X WIND X HEIGHT 171-6,, Pw2 m V X WIND X HEIGHT 171-6,, i JOB TITLE 30C JOB NO. SHT. (f-/ OF/ - CALCULATED BY DATE 12l `lam CHECKED BY DATE SCALE Mwl — Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl — Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 GoL. MDL — Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) rte._ Mb a Mwl2+ MDL? OR Mw2 + MDL (GREATER NUMBER) FULL O j.Il Nc> Mt ® Mwl - SHT T-1 Mb + pz: L,& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL =HEIGHT ABOVE GROUND LEVEL I4 FOR 1 11 T) TM is �mTnxly i�1METAL •WELD MSPECIALTIES'= ntrtntrvct COL ' ' Pwl W X WIND'X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 JOB TITLE 300448 fo JOB N0. SHT. 1 OF CALCULATED BY DATE 1 �� CHECKED BY DATE SCALE G *�fc) MDL - Pdl X TORSION LENGTH/2 OI+�IIND(AT GJROUND LEVEL) �—;Mb =/ Mw12+ MDL?OR Mw2 + MDL -r�((GREATER NUMBER) t�LlD Mt Mwl - SHT T-1 Mb + (Mt ) < 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL - HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND 20 HAGL 55 60 65 d Mwl 0 1071 1155 1239 Mw2. 669—H4 722_1265 774_134 DL Kb 118 -3181 DL DEFL t I4 45538 54195 .63603 WIND 40 HAGL 80 85 90' Id Mwl 0 298A 315 33lq w2 DL 1863 514 1968 2073 Mb 3027 13193 13359 DL DEFL Mt I4 636 70 13231 827 141 73765 95 348 2178. 13525 75 80 14071 14911 879 93 149 1577.96346 84679 50 100 55 3651 267 2646! -16731 3691: 2727 15054 795 4553 85. 1575 -984 65 108765 60 288 -1805= 2933 90 165911037_1737.121937 -65 309d 19351 3140 95 1743 1089 1817 135863 70 330 2067 3348 100 1827 1323 1898 150540 75 351 2198 3555 30 55 1607 100 1687 477 45538 80 3728 2330 3763 60 1733 1083 1808 85 393 2460 3971 65 185911-16 1929 9 414 2592 4180 70 1985 124 2050 95 4358 27231 4386 75 2111 1319 2173 100 45,68 33081 4591 15054 80 2237 1398 229560 55 3214 2007 3255 954 4553 85 2363.1476 2418 60 346 2165 3504 90 2489 1556 2542 65 3718 2322 3753 95 2615 1634_2665 y 70 397 2480 4003 100 2741 1985 2789 150540 75 4222 2637 1253 40 55 2143 1338 2204 636 45538 80 4474 2785 1503 60 2311 14432367 85 4726 2952 4754 65 2479 1548F12532 90 497 3110 5006 70 2647 1653 12696 95 5230., 3267 5255 75 2815117581 1286 100 54821 3969 5506 5054 MMETAL a. WELD mSPECIALTIES= RFFFRFNr'F ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND JOB TITLE _?oRF 14414; JOB NO. SSHT. / OF q CALCULATED BY v �G DATE CHECKED BY DATE SCALE e (1 +� 1 + 4.36h) WHERE A m 2.34 P P= 25.2 2 LATERAL SOIL: Pall 200 A PSF/FT (CLAY, SANDY S1 b CLAY) b- (SEE BELOW) h- H.A.G.L. BEARING 200 # 300 # 400 # 200'# + 17.5 (PER GAC TABLE) Pall Pall m 300 PSF/FT (SAND, SILTY SAND) S1 ® Pall`2 (3 1.33 22'-6" e 400 PSF/FT (SANDY GRAVEL) 300'# Pall a 800 PSF/FT (SEDIMENTA.ROCK) RY 3 01# STRESS IN. d - 4' MAK FOR-COMPUTINGC SI # )'-0" 30'-0" 23'-0" 3 a ul✓r"rx DF CAISSON j.A.G.L. 200 # 300 # 400 # 200'# i'-0" 29'-0" 22'-6" 8'-6" 300'# 400 # 200 #b 3 01# 4000 # )'-0" 30'-0" 23'-0" 19'-6" 25'-0" 19'-6" 16'-6" 22'-6" 17'-6" 14'-6" -0" 31'-0" 24'-0" 20'-0" 26'-0" 20'-0" 17'-0" 23'-0" 18'-0" 15'-0" ►'-0" 32'-6" 25'-0" 21'-0" 27'-0" 21'-0" 17'-6" 24'-0" 19'-0" 16'-0" '-0" 33'-0" 25'-6" 21'-6" 28'-0" 28'-6" 22'-0" 18'-6" 25'-0" 19'-6" 16'-6" �'-0" 34'-0" 26'-6" 22'-0" 29'-6". 22'-6" 23'-0" 19.'-0" 25'-6" 20'-0" 17'-0" '-0" 35'-0" 27'-0" 23'-0" 30'-6" 19'-6" 26'-6" 21"-0" 17'-6" '-0" 36'-0" 28'-0" 23'-6" 31'-6" 24'-0" 24'-6" 20'-0" 27'-0" 21 '-6" 18'-0" -0 '" 37 '-0" 29'-0" 24'-6" 32'-6" 21'-0" 28'-0" 22'-0" 19'-0" '-0" 38'-6" 30'- 25'-6", 33'-6" 25'-6" 21'-6" 29'-0" 23'-0" 19'-6" '-0" 39'-6" 31'-0" 26'-0" 34'-6" 26'-6" 22'-6" 30'-0" 23-:'-6" 20'-0" '-0" 40'-6" 32'-0" 27'-0" 35'-6" 27'-0" 23'-0" 31'-0" 24'-6" '-0" 41'-6" 33'-0" 27'-6" 28'-0" 24'-0" 32'-0" 25'-0" '-0" 42'-6" 33'-6" 28'-6" 36'-6" 9'-0" 24'-6" 33'-0" 26'-0" 22'-0" '-0" 43'-6" 34'-6" 29'-0" 7'-6" 38'-6" 29'-6" 25'-0" 33'-6" 26'-6'° 22'-6" '-0" 44'-6" 35'-6" 30'-0" 39'-0" 30'-6" 31'-0" 26'-0" 34'-6" 27'-6" 23'.-6" '-0" 45'-6" 36'-0" 30'-6" 40'-0" 31'-6" 26'-6" 27'-0" 35:-6" 28'-0" 24'-0" '-0" 46'-6" 37'-0" 31'-6" 41'-0" 32'-6" 27'-6" 36 -0" 28'-6" 24'-6" 47'-6" 3-71-6'1.321-0,t 41'-6" 33'-0" 28'-0" 37'-0" 29'-6" 25'-0" )1_0 )'-0" 48'-6" 38' MMETAL • WELD MSPECIALTIESZd QFCCGt=A1/�G CUBE FTG WITH REINF. 14 X 48 FF B/B SIGN 14 X 48,FULL FLAG BACK TO BACK �/' /T `Y' LATERAL SOIL BARING P 400 PSF/FT (SANDY GRAVEL) FORMULA - d A (1 +1+ 4.36h WHERE A - 2.34P (PER C8C) 2 A S.b M e 4691-K P h ao� /Pt - (20) SCALE TORSION 6 p2 (30) (40) (S 0 ) RI�iVG T1f LENGTH X WIDTH X DEPTH PI 25.2 33.6 42 P2 15.75 21 26.25 �/' /T `Y' JOB TITLE l JOB NO, SHT/-jE.::Z- OF CALCULATED BY 2 �G DATE 3 l249 CHECKED BY DATE SCALE PI 25.2 33.6 42 P2 15.75 21 26.25 CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) c LATERAL SOIL BEARING P - 400 PSF/FT (SANDY GRAVEL) FORMULA - d = A. (1 + 1+ 4.36h WHERE A e 2.34P (PER CBC) 2 A S.b M 514'- 26.25 8X8Xll h (m,&,+ MVlp2 P (20) _ _ • -- _ _ �- TnesID/! P2 (40) 3- — - - M- SAGE (50 ) 15 112 ,,LENGTH X WIDTH X DEPTH 1212 JOB TITLE — 7 C� �y-T� c 408 NO. SHT.OF dj CALCULATED BY Ae' DATE 3 •1 `� CHECKED BY DATE 25.2 SCALE 33.6 P, PA 16.8 10.5 25.2 15.75 33.6 21 42 26.25 iinvi. LV -CJC .3u r6r 40 PSF 50 PSF 60 PSF 5 X8Xll 8X8Xll 1/2 8X8X12 10 11 12 .13 15 112 1212 1/2 20 12 13 ..13 -'14 25 8X8X10 12 13 1/2 14 1/2 30 12 1/2 14 15 1/2 35 12 1/2 14 1/2 16 40 13 .15 17 . 45 13 1/2 15 1/2 8X8X18 50 14 16 1 2 18X8Xl8 1/2 55 14 1/2 17 9X9X18 60 15 8X8X17 1/2 9X9X18 1 2 65 15 1 2 8X8X18 70 16 75 16 1 2 80 16 1 2 85 17 90 17 1/2 95 18 100 18 1/2 JOB TITLE 1' I T5 CPA G 17 l JOB N0. SHT. M- I OFA. - MM"ETAL CWELD CALCULATED (iY S t'� DATE --`-� CHECKED BY • DATE " ESPECIALTIES'z ,REFERENCE SCALE c,APz%••O I fi I'6 S 'FO T._ 'F' I >"ES 4 -D ♦) i'�/HERE D O D - t Z. I' 3Z DI D,, = 1 • �. Fb= . 7Z F� (IF °/r.: 33001F�) iIF 13000> 1%r>3300/F C STRESS 1ACS-EASE) :Mb CAp S x F6 x 1.33 •.Fv -�' )_� CIF%r Gs75 < F/s(L�D) q4 \ °R �/3 J F (niE LAP r-ep oF)• 238oa It boot p� _ - CIF ��T 651s q ��j�IS�YD)�S �'. 1 D v M•� C2I) CAP- - CSTP,655 I V GREASE) 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 #/f t' '30 0.250 35 172.3 2585 19.5 372.8 14.0 534.8 45.4, 79.5•! 30 0.281 35 193.1 2897 20.2 432.4 14.0 599.3 60.7 89,.3" .;. 30 0.312 35 2120'.8 3206 20.9 494.8. 14.0. .663.3 78.9 99:0 30. 0.344 35 234..9 3524 25.2 656.1. 14.0 729.0 UNLTD 109.1• 30 0.375 35 255.3 3829 25.2 713.0 14.0 792.3 UNLTD 118.8) 30 0.406 35 275.5 4133 25.2 769.6 14.0 8$5.1 UNLTD 128.5 '•30 0.438 35 296.3 4445 25.2 827..6 14.0' '919.5 UNLTD 138.4 ..30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0.500 35 336.1 5042 25.2 938.9 14.0 •1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9' -••30 0.625 35 414.9 6224 25.2 1158.9 14.0 12$7.7 UNLTD 196.3_•, 30 0.656 35 434.2 6512 25.2 1212.6 14.0 13J7.3 UNLTD 205_.8 30 0.688 35 45.•.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• '30 0.750 35 491.7 7375 25.2 1373.3 14.0 15;5.9 UNLTD 234'.6- 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1983.8. UNLTD 310.1. METAL � �� � � SPECIALTIESz • • f JOGTITLE --''P I JOD NO.�_� CALCULATED UYS CHECKED DYE SCALE PS- GAf A -C. - IT 1 s�, SHT. M � � OF��� :. 1 =_ DATE� j� DATE REFERENCE F-0 P_ 'P1 P'•ES 32. D, DZ = 1.0. F6 = .72 -F (IF 0/7-.4 33 001E ' Fb= 56Z r +_+F� (1= 13000 > 4%r > 3300,/F N STRESS ,Mb CAP = 5 x Fb x 11•IGl�EASE) • ' 1 D 6575 CIF q • :•FV C 71+6 LAP,GEP., oF• 23900 „bdo! 0, '•/T� CIF'D�T' %, 6575 q9 4 1 1. . 1 ! D p� i� �` 3/2 F .��s �! iiS F. MtCAP ' C21) I,JCREASE) X I-�yl�"(STFZESS 12 r DIA WALL Fy S I in in ks i in: Fb Mb CAP Fv Mt -CAP L max' WT/FT in4 ks i ft k ks i ft k ft #/ft '36' 0.250 35 249.; 448'6' 18.6 513.7' 14.0 773.4. •34.5 95.6 36 0.281 35 279.4: 5029 :36. 35 309.9• 5569 19.2 593.5 14.0 .867.1 46.2 107.3 .0.312 i36 0.344 35 340.x: 6124 19.7. n0.3 676.9. 766.5 14.0 14.0 960..2 10y5.9 60.0 76.6 ..119.1 131.1 :36- •'0.375 35 369.5 6659 :36' 20.9 1033,5 .14.0 1198.0 95.1 142.8 0.486 35 399._` 7191 36* 25.2 .1115.8 14.0 1239..7 UNLTD 154.5 0.438 35 429.E: 7737 35.459..e 25.2 1280.5 •14.0 133.3.9 UNLTD 166.5 .36• .0.46-9 8263 36 0.500 35 488..1 8786 . 25.2 25.2 1282.1 1363.3 14.0 14.0 142.4.6 UNLTD 178.2 ;36, 0.562 35 545'.6 9825 25.2 , 1524.4 140_ .1514.8 '1693.8 UNLTD UNLTD 189.8 212.9- «� .!36. 0.625 35 603.E• 10868 :36 0.65.6 35 632.1 25.2 1686,.4 14..0 1873.8 UNLTD 236.4. 11378 0.688 35 661.2 11901 25.2 25.2 1765.5 1846.6 14.0 14.0 1961..6 .- 205.1.8 UNLTD 247.9 ' 1'36 36 . 0'.750 35 717.0 12906 2.5.2 2002.6 14.0 UNLTD 2225.1 - UNLTD. 259.8 282.7 X36: 0.875 35 827•.a 14900 136 1.000__35 936.2 2:5.2 2312.0 14.0 2568.9 UNLTD 328.6 ._16851 23.2 2614.7 14.0 29Q5.2 UNLTD 374.2 MMETAL w WELD ESPECIALTIES' REFERENCE K OM Ems' Gq�ls G I 'l" l E S Fp t:�, 'P f P'E•S CALCULATED [qY DATEz ` :�� 57 CHECKED DYE DATE SCALE 32. D, :F6- .'2 Fj OF °/r..33O01F�) 13.000 > '/r > 330%�� 5TA@53 1'4 cs.eAsa) M6cAp- SxFb+15 xI.33'r orFv :,FY = TRE LARGER or-) 23800 ori tt boo. ClF D�7" i 6575 _ q9 4 l yD (P/,r):/t D�T)3/2 F�j�IS v (YDsiND L�zIS/ •; = Fy <2I) , �•-CsrR�ss IIJCREASE) ,Mtc�� tiDIA WALL Fy ;; I Fb Mb CAP Fv Mt CAP L max WT/FT ,in �,. in ksi in in4 ksi ft k ksi ft k ft/ft' `40 '40 •0.312 35 38:3.0 7660 19.2 813.5 14.0 1188.5 51.3 132.4 8.344 35 421.3 8425 19.7 919-.5. 14.0 • 1307.3 65.4. 145.'9- 45.935 35 45:3.2 9163 20.2 1026.0 14.0 1421.8 81.2 158.9 ;40 0.406 -35 49.1.9 9897 20.7 1136.4 1.4.0 1535.7 .99.0 171.9 40 0.438 35 532.6 10652 25.2 1487.5 ?.4.0 1652.8 UNLTD 185:3 '.40 �*40 0.469 35 569.0 11379 25.2 1589.1 3.4.0 1765.7 UNLTD 198.2' . 0.500 35 605.1 12103 25.2 1690.2 14.0 187 .8 UNLTD 211.2 ' 40 0.562 35 67.7.0 13540 25.2 1890.9 3.4.0 2101.0 UNLTD 237.0 :40 0.625 35 749.3 14987 25.2 2092.9 3.4.0 • 2325.5 UNLTD 263.1. • 40 0.688 .35 821.0 16419 25.2 2293.0 3.4.0 2547.7 'UNLTD 289.2 40 0.750 35 8953.8 17816 25.2 2487.9 34.0 '2764.4 UNLTD 314.7' 40 0.875 35 1021.5 20590 25.2 2875.3 ;4.0 3194.8 UNLTD 366.0 49 1.800 35 11G5.5 23310 25.2 3255.2 14.0 361Et.9 -UNLTD 417.0. MMETAL WELD JOB NO. SHT. M-I,� s OF dE SPECIALTIESZ : CALCULATEDDY S DATE � f4- CHECKED BY DATE SCALE REFERENCE - -- J'L P l P'E S (/4 L- L)1'"�, 5' TT'CD,4-Dz4') iNNERI` DI = 0.0. IL - • �• ' (STRE53 INGizcI+SE) . ,MbcAp= 5x FbxI.33 • •� •,� • 6575 9q . FY = TME LAF,GElR cF-) 238/00 0� it.booI _ (Ir D 657s /T 49 4• 1 !D �y�f�s(/D��r t� /kJID MtCA>9 0• Fy (2S) /-(STP,655 INCREASE a' o/2)12 x1.33. DIA WALL Fy s I Fb Mb CAP FV Mt CAP L ma*x WT/FT .` •in in ksi. in3• in4 ksi ft k ksi ft k ft #/ft 42 0.258 •35 340.2 7145 17.9 676.5 .14 .0 1055.8 27.4 111 .6' . 42 0.312 35 422.7• 8877 18.9 886.3 :14.0 131'.8 47.6 139.1 �42_•0.3.44.35._. 465.0._.9765 .,19.4_ L4.0' 144:3.1 60.8 153.2`) *442 0.37.5 .35' 505.8 10622 19.9 _1001.0 1116.2 14.0 1569'.6 75.4-166.9 42 8.406 35 546.4 11474 .20.4 1235,3 L4.0 1695.6 9 2.0 0 18.6 '42' ,0.438'' 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 x;42 0.469 35_ 628.3 13195 25.2 1754.9 L4.0 1949.9 UNLTD 208.3.-. '• 42 0.500 35 668.4 14036 25.2 1866.8 L4.0 207-1.2 UNLTD 221.:9' .'• 42 0.562 35 747.9 15706 25.2 2088.9 L4.0 2321.0 UNLTD 249'.0.:.'• '.42. 0.625 35 828.0, 17388 25.2 2312.6 14.0 250.6 UNLTD 276.5 42 0.688 35 907.4 19054 25.2 2534.2: 14.0 2815.8 UNLTD 303.9. 42 9.750 35' 984.7 20679 25.2 2750.4 14.0 3055.9 UNLTD 330.8•.: 142 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384.•7. 42 1.000. 35 1289•.6 27081 25.2 3601.8 14.0 4002.0 UNLTD 438.4 .: Ar I Mm"ETALaWELD USE= SPECIALTIES' COVER SHEET — �48.2 SIZE OF SIGN: 14 X 7 HAGL: S — 1.001 WIND LOAD: SO ALLOWABLE SOIL PRESSURE: 4.00 - STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG (col. .Ioc. ) FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V -BUILD ANGLE OR 30 FEET (MAX. OPENING) ..� BACK TO BACK OR SINGLE FACE FOOTING DESIGN: _ FESS/'. � .. (� � PS � � Scat L � `t��AM ROUNDscylFy 3. SQUARE "' C 61570 VALID RaE96-30-05 SPREAD WET 11D Q �r Civic SPECIAL CONDITIONS: 0 TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS -1 HEAD DESIGN - - - - - - - - - - - - - - - - - - H-Iµ_ms, TORSION DESIGN - - - - - - - - - - - -- - - -T-I COLUMN DESIGN- - - - - --- - - - - - - - - - - C-1 FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - - - M-1 Oaot(A)-00 MMETAL •WELD MSPECIALTIES'= REFERENCE c Pt -til F=t JOB TITLE -- 1. a'} 4-fo C'41 JOB NO. SHT C--1 OF CALCULATED BYy DATE Z 2d g,lo CHECKED BY DATE SCALE CRITERIA SPECIFICATION CODE: 'ZOO l G �C` STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A -53B, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) =1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE N PSI SEE SOIL REPORT OF UBC TABLE NO. IS -L-A ROUND OR SQUARE CAISSON FTG. ¢p d PSF/FT ALLOWING LATERAL BEARING PRESSURE SEE SOIL REPORT OR C43C TABLE NO. 16-1-A 6 Soo p4- FAGTo m F 2 DESIGN LOADING WIND = 30 PSF , LIVE = NT REARCATWALK CATWALK TN ALK - 20 PSF OR () 200# MEN. AT ANY POINT DEAD = 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" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) 70 75 80 90 100 110 _ • OVERALL qVELOCrrY HEIGHT12.6 14.5 16.4 20.8 25.6 31.0 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 30 123 21.7 25.0 282 35.8 44.1 53.4 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 .60 1.43 25.2 29.0 32.8 41.6 51.2 62.0 80 1.53 A 27.0 31.1 35.1 44.6 54.8 66.4 MMETAL •WELD ESPECIALTIES'= REFERENCE HEAD DESIGN FRONT CATWALK JOB TITLE -FC C:57f A JOB NO._'�S�HT. OF V CALCULATED BY A C DATE -I 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) L D.L. STRINGERS - 5.8 X 2 11.6 PLF 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=123.6X14'+20X3X1'=578.2+1470=2048-/2-.1024E - 8 8 USE 4 X 3 X 1/4 LL.V. Fb 1.024 X 12 - 12.29 KSI (S m 1.0 IN ) 1.0 _C4 MEN LEDGER P-= (23.6 X 12) + 800 - 1083.2 (12'TRIB)r M 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) - 3.33'-K MIN. FLANGE - 3.24/2 X 3 .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP - 101-" > 3.33 K CONNECTION 6ESIGN PER AISC HANGER TYPE CONNECTION K Mmax [.02`'(3) 12 + .0236 X 12] X 4 + .009 X 5.5' /2 m 4.149 (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 m f 3/4" - 1/4 m 1-1/2" a o 3- 1 3/4 - 1.25" b' m 1.5 - .625 .875 a' m 1.5 + .625 - 2.125" a"+ b'.- 3" p 4.75/2 m 2.375" d' .625" d -m 1 - (.625 / 2.375) _ .7368 M m [2.375 (-.25)� X 36]/8 - .668 (3.24/2 X 1.5 / .6681)-1] / .7368 - 3.58 Bc 1.62 [1+\1 + ?7368) C 2.125) a 1.90 KIPS FLANGE b8 X 1.90 X 2.125 X .875 1/2 a .2768 IN>.25 (2.375 X 36 [2.125 X .7368 (3.0) _ 10% OVERSTRESS USE <3 X 31 1/41X 4 3/4 LONG W/ 1/2"'DIAMETER A307 BOLTS Vh,i - 2 TA,j m 3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS MMETAL • WELD ESPECIALTIEN REFERENCE HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLE - = C 4 �� JOB N0. SHT 1L= OF CALCULATED BY � � `� DATE RA y CHECKED BY DATE SCALE DESIGN LOAD L.L. m 20 PSF X 2 X 12 (MAX TRIB) = 480# ( 2 MEN) <--200 m 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. 0 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 m 630 /STRINGER 8 8 Fb a .630 X 12/.577 a 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# I_K M - .45 (1.0 + .5) + .009 .(2.5' /2)703 USE W6X9 UNSUP LGHT 2'-6" Mcap 11`-" > .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'.' (12' TRIB) P m 1.744 X 12/9.375 v 2.23 K WP a 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" m .37' / INCH USE 3/16" FLANGE CAPS .61 K /IN MMETAL •WELD ESPECIALTIENj nCrcntrvt,C TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS DESIGN CRITERIA 14 X 48 MAX. TRIB AREA — 8'-0" MAX. UNBRACED LENGTH CANT. LENGTH 14'-0" TRIB LENGTH OF TOP STRINGER JOB TITLE &7U V I A JOB NO. SRHT. - �' 2) — CALCULATED BY A DATE 7 �Z CHECKED BY DATE SCALE GR-osS �f�C� �. `✓- WIND 2 1/2' 3' L1/2' 4'-4 1/2' S' 20 26" 21" 18". 16" 14" 13" 30 26" 21" 18" 16" 14" 13" H, 40 20" 16" 13 1/2" 12" 10 1/2" 10" 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 81- 60 "60 13" 10 1/2" 9" 8" 7" 6 1/2" H2—HlX2 L3X3X1/4 MIN" r.,7, _ .59 IN BOLTS s — .58 IN' A325N A — 1.44 IN 1/2" DIAMETER — 1.33 X 4.1 = 5.4 IK rx m .93 IN 5/5" DIAMETER — 6.4 X 1.33 — 8.5K N WIND CHORD ANGLE CHORD SIZE BOAT SHBAR PER BOLT TUPEN BOLT A325 PL. THICK MIN WELD FA FB 20 6.3 13,2 L2 1/2X2 1/2X 1/4 3.5 1/2" 1/2" 1/4" 30 4.7 13 L3 X 3 X 1/4 4.2 1/2". 5/8" 1/4" 40 6.3 17•.4 L3 X 3 X 1/4 4.9 5/8" 5/8" 1/4", 50 7.8 10.8 *L3 X 3 X 1/4 5.7 5/8" 3/4" 5/16" 60 9.4 13 *L3 X 3 X 1/4 6.4 1 5/8" 1 3'4" 3/8" CHORD AT BOTTON OF TRUSS AXIAL - M @ P, X d fa — M/3.5 X A BENDING - TRUSS STRGR Mmax — WIND X SPG X SPCG X SPAN fb — Mmax X 12/5 6 COMBINDED - fa + fb � G(ZOSS R�tp.cE _ 0<144ERs ggQ'r G M I rsj�� L� ckOSS EgACE 0 fa (1- fa) (fb) < 1.33 F'e r16.33KSI 'r 21.6 KSI 70 KSI L3X3X1/4 L3X3X1/4 CONNECTION aoI.-rS (A32S) BOLTS — SHEAR m M/3.5 X 3 BOLTS + DL/3 X 2 TY p PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) , WELDING SHEAR m Mmax X 12/10" X 9 X 2 X 1.33 0 MM"ETAL • WELD MSPECIALTIES'= RFFFRFNrC 14 X 48 6 UPRIGHTS CONN. CMS FF, SFS DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE J.1 I,44' )_4, JOB NO. SHT.__:-�' - 2' OF / q/ CALCULATED BY� DATE CHECKED BY DATE ------- SCALE -SCALE Mmax a (30 PSF WIND) X 8 X 14Z /2 a 23.52�K /2 e 11.76' --/UPRIGHT (40 PSF WIND) 7' - 15.67'-- (50 PSF WIND) / 1/3 a 19.59'-1- (60 PSF WIND) 13.3 - 23.52''1- (20 PSF WIND) STRESS 0 7.84''�� SINGLE FACE OR "V" BUILD 16.7 15.3 Mmax (30 PSF.WIND) X 8 X 142 /2 m 23.52'_"/UPRIGHT W12 X 14 (40 (50 PSF_WIND) PSF WIND) 31.34'-W_ 39.18'-K SEE MIN. FLANGE THICK. (60 PSF WIND) 47.04'-K IN CONN. BELOW OR 1/4" GUSSETS (20 PSF WIND) 15.681' 81.7 BRACER LENGTH' UPRIGHTS 4' 5' 6' 7' 8' 1/2"� 9' / 1/3 W6 X 9 14.6 13.3 13.3 .12.7 11.3 10 STRESS W8 X 10 21 18 16.7 15.3 14 12 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 7.0 W12 X 26 89.3 89.3 89.3 81.7 81.7 81.7 rnl.T>,T>: rrTn�r 8.4 1/2" 1 1 5/16 1 1/4 10' 11' 8.7 8 10 - 18 - CENTER MOUNT, FULL FLAG, DOUBLE FACE OR SIN-&: r--cQC- DESIGN FOR 51146L.E UPRIGHTS Mmax X 12 e 2T (2011) + 2T (24") Mmax m MDL + M141H!> TENSION SHEAR/BOLT o 3.6/8 v .45K NEGLIBLE F (-AR&,9 TOTAL A ISG ----- s EE •../4 �u �- 30 �TIG AIS C WEB STIFF IND T BOLTS A307 FLANGE W/ W 1 3 INCR 1 3 INCR WEB THICK 20 PSF 2.8 1/2"� 4 X 1.33 1/4"1- 3/16" 30 PSF 4.2 1/2"cA 4 X 1.33 1/4 3/16 0 PSF 5.6 1/2"c� 8.7 X 1.33., 5/16 1/4 0 PSF 7.0 1/2 8.7 X 1.33- 5/16 1/4 60 PSF 8.4 1/2" ,� 8.7 X 1.33 ;; 5/16 1/4 INSTEAD USE 5/8",�- A307 -A,% VA7 WELD TORSION VCIL m 1.9 K Vy i,,ID o 56 K 1.9Ic-+ 56K -57-91' / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF Mm" ETAL • WELD inSPECIALTIES,j= MtrIMMIM Ut 4 X 48 6 UPRIGHTS CONN. CMS FF. - DF GN CRITERIA - 14 X 48 TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN UNBRACED LENGTH -COMPRESSION FLANGE . LENGTH, 14' -0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE U 14 4c 'JOB NO. S/H,T.Z OF CALCULATED BY �" G DATE 1 ? w CHECKED BY DATE SCALE Morax - (30 PSF WIND) X 8 X 142 /2 v 23.521-K /2 - 11.76.1-K /UPRIGHT (40 PSF WIND) - 15.67'-4 m 23.521-r' (50 PSF WIND) m 19.591" WIND) (60 PSS WIND) - 23.521-V- PSF '(20 PSF WIND) r m 7.84'-4 (60 SINGLE FACE OR "V" BUILD BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR Mmax m (30 PSF WIND) X 8 X 142/2 m 23.521-r' /UPRIGHT (40 PSF WIND) 31.34'-4 SEE MIN. FLANGE THICK. `(50 PSF WIND) 39.18'-"- IN CONN. BELOW OR (60 PSF WIND) 47.041-l` 1/4" GUSSETS (20 PSF WIND) 15.68'" 8.7 BRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 LENGTH T° UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 -18 W12 X 26 89.3 89.3 89.3 1 81.7 81.7 1 81.7 75.3 1 70.7 CONNECTION CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 a 2T (20").+ 2T(24") Mmax =•MDL + M WiwD TENSION 2 SHEAR/BOLT m 3..6/8 m .454 NEGLIBLE TOTAL 7HANGER DESIGN r-AISC WEB STIFF LLP P(NT ser: eo L-rs 2%4'' MSE Mme. IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 y INSTEAD USE 5/91- A307 WELD TORSION VDL= 1.94 V W 1 tip = 56 4 1.9"+ 564 m 57.94 / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL • WELD MSPECIALTIES'= HtrtritFM'-t 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE �% `"Yr•'' %+ JOB NO. SHT. V OF CALCULATED BY =�- � `� DATE 12-A CHECKED BY_ DATE X 8 X 142 /2•m 23.521-K SCALE (40 DESIGN CRITERIA -- 14 X 48 MAX TRIG. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-0" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 142 /2 23.521-'/2 -:11-.76 -'/UPRIGHT (40 PSF WIND) 15'.67 (50 PSF WIND) 19'.59 (60 PSF WIND} = 23.52 (20 PSF WIND) a 7.84' SINGLE FACE OR "V" BUILD 4' 14.6 21 36.7 89.3. 5' 13.3 18 •34,.3 89.3 Mmax = (30 PSF WIND) X 8 X 142 /2•m 23.521-K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN, FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 1/2" UNBRACED LENGTH W/ 1/3 STRESS INCREASE 1 UPRIGHTS. W6 X 9 W8 X lb W12 X 14 W12.X 26 4' 14.6 21 36.7 89.3. 5' 13.3 18 •34,.3 89.3 6' 13.3 16•.7 32 89.3 7' 12.7 15.3 28.7 81.7' 8' 11.3 14 ' 25,3 81.7 9' 10 12 22 81.7 10' 8.7 10 18 - 75.3 11' 4 X 1.33 1/4" 8 - 70,7• 30 CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M PL. + Mw) 'X 12 m 2T (2011) + 2T (2411) SHEAR/BOLT 3.6/8 = .45 k NEGLIBLE LiPp&�tti TOTAL Mtj,4y=MpL+ Mwind J �jr ASIC HANGER DESIGN AISC WEB STIFF 7 > � WIND ' T BOLTS W 1 3 A307 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2" X 1.33 1/4 3/16 40 PSF 5.6 1/2" 8,7 X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 � �/81p. MIN •, 50L s - 214' Mix• C"'A&e MMETAL a WELD ESPECIALTIES'= REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTU 14'-0" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE JOB NO. SHT. Of �J CALCULATED BY J t',gA:f- DATE CHECKED BY I DATE SCALE Mmax - (30 PSF WIND) X 8 X 14z /2 - 23.521-`'/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 a (30 PSF WIND) X 8 X 14¢ (40 PSF WIND) (50 PSF WIND) (60 PSF WIND) (20 PSF WIND) /2 23.52 !�'� /UPRIGHT 31.34 SEE MIN. FLANGE THICK. 39.18 IN CONN. BELOW OR 47.04 1/4" GUSSETS 15.68 UNBRACED PSF '1.6 ,I 30 PSF 2.4 �L}40 LENGTH UPRIGHTS 41 5' 1 6' 1 7' 8' 1 91 10' 11' W/ 1/3 '` W6 X 9: 14.6 13.3 13,3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16,7 15.3 14 12 10 - INCREASE W12 X '14 36.7 34.3 32 28.7 25.3 2.2 18 - W12 X 26 89.3 .89.3 89.3 81.7 81.7 81.7 75.3- 70.7 CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M DL+ Mir X 12 - 2T (20") + 2T (2411) 2- - SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE TOTAL Mmax= M BOLTS A307 1 FLANGE '13 ^W/ -' 20 PSF '1.6 ,I 30 PSF 2.4 �L}40 PSF 3.1 SO PSF 4.0 60 P5F 4.7 Fp- 'tle. MIN. 1/2"d 4 X 1.33 X 1.33 X 1.33 X 1.33 X 1.33 3/16 1/4 1/4 5/16 5/16 %SAI S C (, HANGER CONNECTION t Mwind WEB 3/16 3/16 L AISC WEB STIFF I�METAL •WELD ESPECIALTIES' ntrtrltrv�,t L 3 X 3 X 1/4 STRINGER JOB TITLE :j 3 JOB NO. SHT. OF p CALCULATED BY J AC G DATE 7 /� • `b CHECKED BY DATE SCALE DESIGN CRITERIA Mmax a (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPAN"' (FEET) BIAXIAL BENDING - WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S- .577 IN3 WT e 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND KAX. SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING FT TRIB AREA SPACING FT TRIB AREA SPACING 'FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 11 5.52 4.56 10 11 2.75 2.28 10 11 2.87 r 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 MMIETAL •WELD ESPECIALTIESO= REFERENCE 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE J08 NO. SHT i J ✓ OF CALCULATED BY DATE CHECKED BY DATE SCALE SEE SHEET H3 Mmax ONE UPRIGHT I -K M -r a MwIQp + M 'I 5' 1 1(), I iS, I 7nI I i5I I Qn1 1 .3c, I 30 PSFI 1 24 1 SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 54 62 I 1 -. 507 16 STRINGER 4 X 4 X .9 X 8- 157 20 L_- (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 83 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2 X 17.2) 8 - 464 69 I 77 275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2..5) - 95 �; 63 .� 70 y Y 77 " y 85 -� 92 1451# SEE SHEET H3 Mmax ONE UPRIGHT I -K M -r a MwIQp + M 'I 5' 1 1(), I iS, I 7nI I i5I I Qn1 1 .3c, I 30 PSFI 1 24 1 33 LT 15' 40 1 47 I 54 62 I 1 69 16 40 PSF 31 40 20 47 54 i 61 69 I 76 83 50 PSF 39 48 I 55 I 62 1 69 I 77 $4 I 91 60 PSF 47 56 �- �; 63 .� 70 y Y 77 " y 85 -� 92 `' '' 99 6.5 7.3 3/8 NOTE: CONNECTION BELOW FOR MIN. FLANGE 9.1 50 BEAM SELECTION 6.61 1 7.4 THICKNESS - IF LESS USE 1/4" GUSSETS 9.2 10.1 7/161 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 - - - - MDL./ CANT - PrIoy DL - P(CANT X 121 3(29,500) IBM MCAP® INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 1 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 1104 - .11 .35 - - - - W12 X 401137_ 126 1 126 - .10 .33 1 .75 - - - CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEE ,&30VE q'• 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 m 1.58K/BOLT Ha4CE12 00 N. 7c Dk SIJ& RISC 6ot,-TS 3 0 ToTAl- ('452-5 (LL>40) . W Eg 101'4b -ropsloN MIN. (7a&i 3 1/2" WIND T -1 B F T B F T B I F T B F T B F T B F 20 3 .11/2 1/4 3.8 1/2 5/16 4.7 1/2 5/16 5.5 1/2 5/16 6.5 1/2 5/16 7.3 1/2 3/8- 830 30 4 5/16 4.8 1 5.6 1 6.5 1 5/16 7.4 1 3/8 8.3 40 4.8 1 5.6 6.5 7.3 3/8 8.2 I 9.1 50 5.8 6.61 1 7.4 I 3/8 8.3 9.2 10.1 7/161 60 6.7' -- W 7.6 3/8 8.4 .. D/8 9.2 10.2 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT 1/2" ct> ;Ebo-, -r CAP - 8.67 X 1.33 - 11. 56 F /BOLT MMIETAL •WELD MSPECIALTIES' ncrcnc,v%.c JOB TITLE— 1 Iig4 45 JOB N0. SHT. �— I OF CALCULATED BY AA—C DATE CHECKED BY DATE SCALE TORSION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 )W,Np d -.4a' � � zO till rtp 14 X 48 - BACK TO BACK,kl< 1 Pot, - HEAD WT CM. .406 F. F. .463 1}p (INCLUDES TORSION). 17' - 6" To(2SIG N PW - WIND LOAD (PSF) 2X HEIGHT MOI. - PDL. (KLF) [ (d- (di + COLS ) ] /2 Mb- Mw� + MP` 2 a Mw - P (KLF) [ (d- (d�+ COLO j /2 Mb- Mw. +Mpg 2 M -r - (HEIGHT -1 1/2) (Pw X (d-(dt+COLo)) 2 2. COMBINDED LOADING Mn + (Mt )) < 1 rnn n TTTT r• M/�/^f b C�-P PSFrnin. WIND "d" Mw Mw M - --� Lero,Cr M a --- 1. ll LL' nL LVAL mo OF Sn mrt, a+ CAP IIT' BOLT PL FLANGE 20 0 354 469 58 114 27814 1 1/4 15/16 5 301 393 495 105 19823 1 1/8 7/8 10 233 290 372• 93 11316 1 3/4 15 174 211 273 80 — 7/8 11/16 20 24 123 89 1461 103 191 136 67 57 — — 3/4 1 2 1 3/4 1 3/8 5/8 1/2 30 0 1 5311 469 708 171 27814 1 3/8 15/16 i 5 452 393 599. 158 19823 1 1/4 7/8 10 350 290 455 140 11316 1 1/8 13/16 15 261 211 336 120 — 1 3/4 20 185 146 236 101 — 1 11/16 v 24 134 103 169 86 — 5/8 1 5/8 9/16 40 0 708 469 849 228 27814 5 602 393 719 210 19823 1 1 2 15/16 10 466 290 549 186 11316 1 1/4 7/8 15 348 2111 407 160 -- 1 1/8 13/16 20 246 146 286 134 — 1 3/4 24 178 103 206 114 — 5/8 1 3/4 5/8 50 0 885 1 469 1002 285 27814 5 753 393 849 263 19823 10 583 290 651 233 11316 1 3/8 7/8- 8•15 15 435 1 2111 483 200 — 1 1/4 7/8 20 24 308 223 146 1 103 341 246 168 143 — — 1 3/4 1/8 2 13/16 11/16 60 0 10621 469 1161 342 27814 1 5 904 393 986 316 19823 10 700 290 758 280 11316 1 1/2 15/16 15 522 211 563 240 — 1 3 8 7/8 20 370 146 398 1 202 1 — 1 1 4 13 16 `r 24 268 103 287 1 172 — 3/4 3/4 Ss1.D D G D L, BOLTS Q MAX T - (MO L/d;.X 6)+M-r/d,X 6 V (Mwj /dj /2 X 12)+PwX d/12 2 T-Mwy(MAX)+MDL/d,X 6 V-PwaX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" W(DTrf• ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 mmmMETAL •WELD I�ISPECIALTIES= REFFRFNrG PSF JOB TITLE 15 I 1 ` ,,A :J JOB NO. SHT- CALCULATED BY tT` DATE CHECKED BY DATE ------- SCALE ION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 2 W114D 14 X 48 - 15' V Ppb - HEAD WT CM. .445Kt"F F.F. .502 k�'FF (INCLUDES TORSION) TomQlom PiA e WIND LOAD (PSF) x I -l1- Gor HEIGHT DtL— PDL.(KLF) [(d -(d,+ COL -+))2/2 Mb- Mw_I+ M. 27 2 IO1�11ND MW1 - P W (KLF) ( (d- (dI+ COL �) J2 /2 Mb- Mwz + Mp,._ d _ 4-1.4 M -r m (HEIGHT -1 1/2) (Pw X (.d- (dt +COLO) �-S=t}y2 2 _ COMBINDED LOADING M� + (Mt ),-< 1 Knr\.M bGGPFOR 1' DEFLECTION DEAD LOA LAR6 NI MCt•4- d'" Mw Mw MO j� HIN CAP Mr E Bila lu BOLT PL FLANGE 0 347 38-497 606 113 28825 1 1/4 16 5 292 33 411 504 105 20136 1 1 8 7/8 10 226 28 311 1 384.1 91 14495 1374 SLLDDL� /"j -O (LgI f� — __Z Z_8_ 11/16 — 28825 20136 1 1 3/4 1/2 3/8 1/4 1 3/4 1 3/8 —7/8 5/8 1/2 15/16 � 432j�,BOLTS CO 14495 _11/8 8 13 16 — 1 3/4 —' ?8825 1 5/8 1 5/8 11/16 9/16 BOLTS O MAXI T=(Mrd,,/d2 X 6)+MT/d, X 6 V-(Mwt./d,/2 X 12)+PWX d/12 10136 1 1/2 15 162O L4495 1 1 1/4 1/8 7/8 13/16 T-Mwz (MAX)+M p,,/d2X..6 V -Pi jLX V/12 BOLTS X8825 —5/8 1 1 3/4 3/4 5/8 TALL -(55 X 1.33 - 1.8'fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ 6M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" tall ,til -r CAPACITY WITH 1/3 STRESS INCREASE '0136 .4495 1 3/8b1 8 1 1 4 -7/8 1 1/8 _13/16 3/4 2 11/16 IALL 18825 :0136 *IF FLANGE OR CAP PL THICKNESS < REQUIRED - .4495 1 1/2 15/16 - 1 3/8 7/8 USE STIFFER PLATE SEE SHEET T-2 1 1/4 13 16 _ " " ... ! JOB TITLE __ G `� T I .- 1 METAL ®-WELD JOB NO. SHTS I_OFL{ ' CALCULATED BY DATE 3 C � SPECIALTIES ? CHECKED BY DATE SCALE REFERENCE TORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 7— PSF ID OIj�Kp 14 X 48 - 20' V PDQ - HEAD WT CM.=.460 F. F.= .517 --",kk�-- (INCLUDES TORSION) To(LslOt4 P �,.J = WIND LOAD (PSF) x �'j� !o HEIGHT MvL- PpL (KLF) [ (d- (di+ COLO) ]2/2 Mb= MwIZ'+ Mpg 2 MW - PW (KLF) [ (d- (d l + COL+) ]2 /2 Mb= Mw2 + Mph 2 M -T - (HEIGHT -1 1/2) (Pw X (d-(dI+COL +)) 2 2 COMBINDED LOADING M b + (Mt )2 < 1 1OR 1" DEFLECTION DEAD LOAD Mt�P I MOM- ��E CAP I Ll i Sb — -7/8 1 3/4 1 3/4 1 3/4 11/16 5/8 StSpDLE "% (ZSIo 9 L. I �jL_Ts # 57, BOLTS 1 MAX ;. T -(Mm/ 6)+MT/dIX 6 V - (Mw I /d.1/2 .X. 12)+PWX 'd/12 2 TmMw�(MAX)+MDL-/d2X 6 V=PW2X V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ m 6M/27 X 1.33 X P FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE -SEE SHEET T-2 —' 1/2 1 3/8 1/2 28230 1 3/8 15 16C L9600 1 1 4 7/8 11336 1 1/8 13/16 1 3 4 11/16 _ 5/8 1 5 8 9/16 18230 L9600_1 1/2 15/16 L1336 1 1/4 7/8 1 1/8 13 16 -- 1 3/4 S 8 1 3 4 5 8 !8230 .9600 .1336 1 3/8 7/8' — 1 1/4 7/8 — 1 1/8 __13/16 3/4 2 11/16 '8230 .9600 .1336 1 1/2 15/16 -- 1 3/8 7/8 1 1/4 13/161 -I//. 7 IL M'M'-ETAL • WELD SPECIALTIES= Qc;ccoc rn r - JOB TITLE N-� Y4 43 JOB NO. TSHT 1 ' l OF 2 CALCULATED BY J C GATE CHECKED BY DATE SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 A s. �wIKD 14 X 48'- 30' V . r(� PSL - HEAD WT CM. .507 F.F. .566 (INCLUDES TORSION) (Zsllot4 P�,,I - WIND LOAD (PSF) ( _d x III I- G1! HEIGHT MDV=- P�L(KLF) [(d-(dI+ COL�)]2/2 Mb- I Mw, --2 2 MWI! - P (KLF) [ (d- (dl + COLO /2 Mb- Mw2 + MDL 2 M T -. (HEIGHT -1 1/2) (Pw X (d-(dI+COLO) 2 2 COMBINDED LOADING M b + (Mt )2 < 1 M bGap Mt -F(1R l r T\CL•T �nmTnw� nn... `cop PSFr IND "d" Mw Mw M --- M (t,. Mo��. .,....., ..,CAP BOLT PL FLANGE 20 0 '5 318 268 71 65 514 425 604 502 108 99 27320 19029 1 1 1/4 1/8 _15/16 7/8 10 204 57 317 377 87 10796 1 3/4 I 15 148 49 227 276 74 — 7/8 11/16 20 102 40 153 193 61 — 3/4 1 3/4 S 8 30'= 22.8 0 79 477 36 107 116-1 5141 152 701 54 162 — 27320 1/2 1 3/8 1 3/8 1/2 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 2221 74 227 318 111 — 1 3/4 20 153 60 153 216 92 — 1 11/16 22.8 119 54,116 170 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 11/4 7/8 15 2961 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 67011 2 425 793 247 19029 10 15101142 317 600 217 10796 1 3/8 7/8' 153701122 227 434 185 — 1 1/4 13/16 20 255 100 153 293 153 — 1 1/8 3/4 22.8 1971 90 116 229 135 — 3/4 2 11/16 60 0 954 213 514 1084 324 27326- 5 804 195 425 909 297 19029 10 612 171 317 689 261 10796 1 1/2 15/16 15 444 147 227 499 222 — 1 3/8 7/8 20 306 120 153 342 184 — 1 1/4 13/16 22:8 237 108 116 264 162 — 3/4 3/4 SLS.DC c o L, BOLTS M MAX T-(Mph/dZX 6)+M- /dI X 6 V=(Mwl./dI/2.X 12)+P�;X d/12 2 T-MW2(MAX)+Mpg,/dZX 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 f-1.33 X V FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" W, DT+t ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 f3M. boL 5T1 f f3N( JOB TITLE—F5 J08 NO. SHT. OF CALCULATED BY 7/ L ! L DATE CHECKED BY DATE SCALE in If ni MAX. MIN. BOLT FLANGE TENSION THICK STIFF. WELD 26 5/8 10 31.5 11/16 37 3/4 43.5 13/16 50 77-8----5/16 58 15/16 5/16 66 1 3/8 30 5/8 10 X 1/2 1/4" 40 11/16 50 3/4 .60 13/16 —N7—H 70 7/8 12 X 1/2 5/16 80 15116 5/16 90 1 3/8 14 1/2 8 X 1/4 11411 •18 9/16 22 5/g 26 3/4 . 30 7/8 f3M. boL 5T1 f f3N( JOB TITLE—F5 J08 NO. SHT. OF CALCULATED BY 7/ L ! L DATE CHECKED BY DATE SCALE in If ni MMIETAL •WELD ESPECIALTIES'= REFERENCE JOB TITLE CC Ind r~ JOB NO. SIT. T -� OF Q CALCULATED BY DATE / `�! CHECKED BY DATE SCALE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) o T X 2" REQ a[27 M X 6 X 1.33 ?70t -7S CENTER MOUNT 4 (PLATE) T X 4.5/6 I /W — 11-K/INCH REQ M X 6 . - 27 X 1.33 co ° ?ULL FLAG CAP BOLT TEN. PLATE STIFF -ER 1IND 38 1/2 Sn [�L, en 4 CAP BOLT TEN. PLATE STIFFNER IND 38 1/2 Sg 44 so- THK WELD THK WELD 20 l0c, 9lq 1/2 3/8 1/2X8 1/411 30 14 13 5/8 -3/8 1/411 •40 17 15 --)j4 3/8 -1/2X8 1/418 50 20 19 7 8 3 8 --1/2X8 1 1/4" 60 24 22 7 --1/2X8 8 3 8 1 2X8 1/4-1 T MIN 45° SLOPE 4 (PLATE) T X 4.5/6 I /W — 11-K/INCH REQ M X 6 . - 27 X 1.33 co ° ?ULL FLAG CAP BOLT TEN. PLATE STIFF -ER 1IND 38 1/2 Sn [�L, en 4 MMETAL • WELD ESPECIALTIES'= REFERENCE COLUMN 5' - 50' 14 X 48 BACK TO BACK Pwl = W X WIND X HEIGHT 17'-6" Pw2 = V X WIND X HEIGHT 17'-6" Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl m Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE V 1141-� lJ7A, O JOB NO. SHT. C - I Op 2 t CALCULATED BY - 'T74 C- DATE CHECKED BY DATE SCALE MDL m Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) OWI�D Mb Mw2+m�MALL T ) O SIO FULL©L�I�1D Mt = Mwl - SHT T-1 Mb + (Mt ) < 1 CE F LAMb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL = HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2 MDL Mb DL DEFL Mt I4 WIND HAGL d Mwl Mw2.MDL Mb Mt DL DEF I4 20 5 0 231 0 469 523 354 343 40 30 0 1303 0 469 1385 708 ^ 10 0 315 0 469 565 354 1374 i 35 0 1471 0 '469 1544 708 15 0 399 0 469 616 354 3091 i 40 1 0 16391 0 1469 1705 708 20 0 483 0 469T 673 354 5494 45 0 1807 0 1469 18671 708 25 0 567 0 4691 736 354 8585 50 0 1975 0 1469 2030 708 34340 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469 872 354 16827 I 10 0 788 0 469 917 885 /11 40 0 819 0 469 944 354 21978 15 0 998 0 469 1103 885 45 0 9031 0 469 1018 354 27816 I 20 0 1208 0 469 1296 885 50 0 987 0 469 1093 354 34340 25 0 1418 0 469 1494 885 I 30 5 0 347 0 469 583 531 343 30 0 1628 0 469 1694 885 I 10 0 473 0 469 666 531 i 35 0 1838 0 469 1897 885 ' 15 0 599 0 469 761 531 40 0 2048 0 469 2101 885 -� 20 0 725 0 469 863 531 45 0 2258 0 469 2306 885 34340 25 0 851 0 469 1 972 531 1. 50 0 2469 0 469 2513 885 343 30 0 9771 0 469 1084 531 60 5 0 694 0 469 838 1062 it - 35 0 11031 0 469 1199 531 i 10 0 946 0 469. 1056 1062 40 0 12291 0 469 1315 531 15 0 1198 0 469 1287 1062 45 0 13551 0 469 1434 531 20 0 1450 0 -469-11524,1062 i 50 0 1481 0 469 1553'15A 34340 ! 25 0 1702 0 469 1765 1062 40 5 0 463 0 469 659r 343 30 0 1954 0 469.2009 1062 10 0 630 0 469 78535 0 2206 0 469.2255 1062 15 0 799 0 469 926 40 0 2458 0 .469 2502 106220 0 967 0 469 1075 45 0 2710 0 469 2750 106225 0 1135 0 469 1228 50 1 0 1 2962 0 469 2999 1062 34340 COLUMN 55 - 100' HAGL 14 X 48 BACK TO BACK I Pwl W X WIND X HEIGHT 170-61, `(AT . Pw2 m V X WIND X HEIGHT + Mwl m Pwl GROUND Mwl m Pw2 (AT GROUND X (HAGL LEVEL) X (HALL LEVEL) + HEG T) 2 + HES T) 2 0 WiNd MDL (AT - Pdl X TORSION GROUND LEVEL) LENGTH/2 ----` ML a Mwlz + MDL OR Kw) JOB TITLE C /4 4g 1� n JOB NO.SHT. C _ OF'� CALCULATED BY G DATE CHECKED BY �.�. DATE -�- SCALE D= TD(ZSIO(�i (GREATER NUMBER) FALL OI j,�(Ir(D Mt m Mwl - SHT T-1 Mb �L Mb CAP + HAGL - HEIGHT ABOVE GROUND LEVELL LOAD - NEGLECTED Mt CAP I_ ---I4 FOR 1" DEFLECTION DL DEFL i MMETAL a- WELD ESPECIALTIESZ 1�c f" Cfl GI'I V c COLUMN 5' - SO' HAGL 14 X 48 20' V Pwl - W X WIND X HEIGHT 17'-6" Pw2 = V X WIND X HEIGHT 17'-6" Mwl m Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl m Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE Qoc 114(!"� A JOB NO._ SHT.-�_ OF�Q� CALCULATED BY �� DATE CHECKED BY DATE MDL Mb Mt SCALE WIND MDL n Pdl X TORSION LENGTH/2 (.AT GROUND LEVEL) O I N DMb Mwl?+ 'MDL OR Mw2 + MDL r (GREATER NUMBER) D=o �-T�F�siot�� 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 WIND HAGL d Mwl Mw2 MDL Mb Mt DL DEFL I4 WIND HAGL d Mwl Mw2 DL Mb D Mt DEFL I4 20 5 0 231 96 499 595 338 365 40 30 0 1303 54 499 1395 676 10 315 131 630 1461 35 1471 61 1502 15 399 166 665 3288 40 1639 68 1713 20 483 201 700 5846 45 1807 75 1875 25 567 236 755 9134 50 1975 798 2037 36537 30 651 271 820 13153 50 5 . 578 24 764 846 365 35 735 306 888 17903 10* 788 32 933 40 819 341 959 23384 15 998 415 1116 45 903 376 1032 29595 20 1208 503 1307 50 9'87 399 1106 36537 25 1418 59C 30 5 347 144 643 507 365 30 1628 678 11503 11703 10 473 187 696 35 1838 765 1905 15 599 249 780 40 2048 853 2108 20 725 302 880 45. 2258 940 2312 25 851 354987 50 2469 99 2519 36537 30 977 407 1097 60 5 694 2881 855 1014 365 35 103 459 1211 1 10 946 39J 1070 40 1229 512 1326 15 1198 498 1298 45 355 564 1444 20 1450 603 - 1533 50 1481 599 1563 36537 25 11702 7081 1774- 40 5 463 192 691 676 365 30 1954 813 2017 10 630 262 804 35 2206 91 2262 15 799 332 942 40 2458 1023 2508 20 967 402 FlO 88 45 2710 112 2756 25 135 472 240 50 2962 119 300436537 MNIETAL •WELD MSPECIALTIES'= REFERENCE COLUMN 55 - 100' HAGL 14 X 48 20' V Pwl.= W X WIND X HEIGHT 17' -6-- Mwl — Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE ,,oc 1-4 4(5 B O _ JOB N0. SHT. `' / OF CALCULATED BY � DATE CHECKED BY DATE SCALE Pw2 V X WIND X HEIGHT Mwl — Pw2 X (HAGL + HEIGHT) Mw2 •17'-6" (AT GROUND LEVEL) 2 G O L, WIND MDL m Pdl X TORSION LENGTH/2 d Mwl Mw2 (AT GROUND LEVEL) DL DEFL M I4 2OWIND - 0 1071 446 Mb .a Mwl2+ MDL?OR Mw2 + MDL 338 D= D �TOjZ510(� (GREATER NUMBER) F(ll.L- O j.�l (�(� Mt — Mwl - SHT T-1 Mb + (Mt )2< i L,�Co Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL — HEIGHT ABOVEGROUND LEVEL I4 FOR 1" DEFLECTION - WIND HAGL d Mwl Mw2 MDL Mb Mt DL DEFL 14 WIND HAGL d Mwl Mw2 MDL Mb DL DEFL M I4 20 55 0 1071 446 499 118,2 338 44209 40 80 0 2983 1242 499 3024 67 60 1155 481 1258 52613 1 85 3151 1312 3190 65 1239 516 1336 61747 1 1 90 3319 1382 3356 70 1323 551 1414 71612 V 1 95 3487 14523523 75 1407 586 1493 82208 100 3655 1764 3689 r146147 80 11491 621 1572 93534 50 55 2678 1115 2724 846 44209 85 1575 656 1652 105591 60 2888 1203 2931 90 1659 691 1732 118379 65 3098 1290 3138 95 1743 726 1813 131898 70 3308 13.78 . 3345 100 1827 882 1894 146147 75 3518 1465.: 3553 30 55 1607 669 1683,507 44209 80 3728 1553 3761 60 1733 722 1803 85 3938 1640 3969 65 1859 774 1925 90 4148 1728 4178 70 11985 827 2047 95 4358 1815 4386 75 12111 879 2169 100 4568 2205 4595 9.46147 80 12237 932 2292 60 55 3214 1338 3253 1014 44209 85 2363 984 2415 60 3466 1443 3502 4- 90 2489 1037 2539 Jt 65 3718 1548. 3751 95 2615 1089 2662 170 3970 16531 4001 100 2741 1323 2786 46147 75 4222 1758 4251 40 55 2143 892 2200 676 44209 80 4474 1863 4502 60 2311 962 2364 85 4726 1968 4752 65 2479 1032 2529 90 4978 2073 5003 70 2647 1102 2694 95 5230 2178 5254 75 2815 11172 1 12859 _ 100 5482 964E SSnS 146147 �y Mm"RETAL • WELD MSPECIALTIES-'j REFERENCE COLUMN 5' - 50' HAGL 14 X 48 30' V i Q 1 JOB TITLE ::�C JOB NO. SHT. / OF 1 IA' /- CALCULATED BY E DATE 12l `l' CHECKED BY ------- DATE SCALE Pwl s W X WIND X HEIGHT Mwl n Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 o V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL a Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb = Mwl�+ MDL? OR Mw2 + MDL D= O rL-7.Io(GREATER NUMBER) Mt - Mwl - SHT T-1 Mb + < 1 Mb CAP Mt CAP HAGL - HEIGHT ABOVE GROUND LEVEL LAT OAD NEGLECTED I4 FOR I,, nrrT L7nmT.,., MammETAL • WELD MSPECIALTIES'= HtFtzHtNUIm JOB TITLE 30(f 14446 50 JOB N0. SMT. C-� OF / pp CALCULATED BY J / 1� DATE CHECKED BY DATE SCALE Pwl W X WIND'X HEIGHT Mwl a Pwl X (HAGL + HEIGHT) 17► -6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl ® Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL = Pdl X TORSION LENGTH/2 C (AT GJROUND LEVEL) Mb J Mw12+ MDL?OR Mw2 + MDL D=D OpIO(� (GREATER NUMBER) �� O %'��� � 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 IND HAGL d Mwl Mw2. DL Mb DL DEF L t I4 WIND HAGL d Mwl Mw2 HDL Mb Mt DL DEFL I4 20 55 0 10711 669 514 1188 318 45538 40 80 0 2983 1863 514 3027 636 60 11551 722 1265 54195 85 3151 1968 13193 65 1239 774 134 .63603 90* 3319 2073. 3359 70 1323 827 T141973765 95 3487 2178. 3525 75 1407 879 1498 84679 100 3655 26461 3691:1 15054 80 1491 932_1577 96346 50 55 267d 16731 27271 795 4553 85. 1575 98 1657. 108765 60 288 18051 2933 90 11659110 __L737 1121937 -65 309d 19351 3140 95 1743 1089 11817 1135863 1 1 70 330d 20671 3348 100 1827 1323 11898 150540 75 351d 2198 3555 30 55 1607 1004 11687-477 45538 80 372d 2330 3763 60 1733 1083 11808 85 393d 24601 3971 65 1859 1161 1929 90 414d 25921 4180 70 1985 124 205 95 435 2723 4386 75 2111 1319 2173 100 456 3308 4591 15054 80 2237 1398 2295 60 55 321 2007 3255 95 4553 85 2363.1476 2418 60 346 2165 3504 90 1 2489 155b 2542 65 1 371f 2322 3753 95 1 2615 1634 2665 70 397C 2480 4003 100 2741 1985 2789 150540 75 4222 2637 1253 40 55 2143 1338 220ZJ 636 45538 80 4474 2785 1503 60 2311 1443 12367 85 4726 2952 4754 65 2479 1548 12532 90 4 3110 5006 70 2647 1653 12696 95 178 523 3267 5255 75 2815 1758 286 100 5482 3969 155061 h5054� MMOETAL a. WELD IMSPECIALTIESZd GCCCOcKlP - ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND - --�--- _ 20 RF I 14 JOB TITLE WHERE JOB NO.-_SSrHLT. / OF--_y� q CALCULATED BY v TG DATE CHECKED BY DATE SCALE (CLAY, - --�--- _ �� T� r 4. Son WHERE A m 2.34 P P— 25.2 2 LATERAL SOIL: Pall a 200 A PSF/FT (CLAY, S1 b SANDY CLAY) b0 (SEE BELOW) h— H.A.G.L. BEARING + 17.5 (PER CAC TABLE) l- A. Pall •Pall — 300 PSF/FT (SAND, SILTY SAND) S1 Pall(A) 1.33 400 # Pall — m 400 800 PSF/FT (SANDY GRAVEL) 3 STRESS IN. 5'-0" " :0 29'-0" PSF/FT (SEDIMENTARY -ROCK) d 4' MAX-FOR-COMPUTINGCSl 8'-6" 25'-0" 19'-6" 3 m 0'�'0"bH.A.G.L.F=b o: ur;r�rx fir' CAISSON 00 # 300 # 400 # 2004 300'# 400 # 200 5'-0" " :0 29'-0" 22'-6" 8'-6" 25'-0" 19'-6" 16'-6" 22'-6" # 300 17'-6" # 400 # 10 '-0" 30'-0" 23'-0" '- 196" 26'-0" 20'-0" 17'-0" 23'-0" 18'-0" 14'-6" 2- 15 20'-0" 31'-0" 24'-0" 20'-0" 27'-0" 21'-0" 17'-6" 24'-0" 19'-0" 15'-0" 16'-0" 3 3 25'-0" 32'-6" 33'-0" 25'-0" 25'-6" 21'-O" 28'-0" 22'-0" 18'-6" 25'-0" lg'-6" 16'-6" 3 30'-0" 34'-0" 26'-6" 21'-6" 22'-0" 28'-6" 22'-6" 19'-01, 25'-6" 20'-0" 17'-0" 4 35'-0" 35'-0" 27'-011 23'-O" 29'-6", 23'-0" 19'-6" 26'-6" 21''-0" 17'-6" 4 40'-0" 36'-0" 28'-0" 23'-6" 30'-6" 24'-0" 20'-O" 27'-0" 21'-b" 18'-0" 4 45'-0" 37'-O" 29'-0" 24'-6" 31'-6" 24'-6" 21'-0" 28'-0" 22'-0" 19'-0" 5 50'-0" 38'-6" 30'- 11 25'-6". 32'-6" 25'-6" 21'-6" 29'-0" 23'-0" 19'-6" 5 55'-0" 39'-6" 31'-0,, 26'-0" 33'-6-" 26'-6" 22'-6" 30'-0" 23�:'-6" 20'-0" 6 60'-0" 40'-6" 32'-O" 27'-0" 34'-611 27'-0" 23'-0" 31'-0" 24'-6" 21'-0" 6 65'-0" 41'-6" 33'-0" 27'-6" 35'-6" 28'-0" 24'-0" 32'-0" 25'-0" 21'-6" 7 70'-0" 42'-6" 33'-6" 28'-6" 36'-611 9'-0" 24'-6" 33'-0" 26'-0" 22'-0" 7 75'-0" 43'-6" 34'-6" 29'-0" 7'-6" 29'-6" 25'-0" 33'-6" 26 -6"' 22'-6" 8 80'-0" 44'-6" 35'-6" 30'-0" 38'-6" 30'-6" 26'-O" 34'-6" 27'-6" 23'.-6" 8 85'-0"' 45'-6" 36'-0" 30'-6" 39'-0" 31'-0" 26'-6" 35:-6" 28'-011 24'-0" 9' 90'-0" 46'-6" 37'-0" 31'-6" 40'-0" 31'-6" 27'-0" 36 -0" 28'-6" 24'-6" 9i 95'-0" 47'-6" 37'-6" 32'-0" 41'-0" 41'-6" 32'-6" 33'-0" 27'-6" 28'-0" 1138'-6" 37'-0" 29'-6" 25'-0" 101 100'-0" 48'-61, 1 38'-61, 32'-6" 42'-6" 34'-0" 37'-6" 30'-0" 25'-6" 10: 29'-0" 30'-611 7f' -n" 111 MM"ETAL • WELD SPECIALTIES= CUBE FTG WITH REINF. 14 X 48 FF B/B JOB TITLE - �c 14413'3 JOB NO. SHT._/ / OF CALCULATED BY DATE CHECKED BY DATE SCALE SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BARING P m 400 PSF/FT (SANDY GRAVEL) FORMULA - d — A (1 + 1+ 4.36h WHERE A — 2.34P (PER C3C) 2 A S.b M 0 4691—K P� P2 P m (20) - h " Moi /p1C (30) 25.2 15.75 Z - 4 — - 'L— 'P2 (40) 33.6 21 _ -E - _ TORS�DN 44. PACE (50) 42 26.25 (60) �u5TH ) LENGTH X WIDTH X DEPTH Z Mm"ETAL • WELD ESPECIALTIES'= REFERENCE CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) LATERAL SOIL BEARING P 400 PSF/FT (SANDY GRAVEL) FORMULA - d A. (1 + 1+ 4.36h WHERE A a 2.34P (PER CBC) 2 A S.b M m 5141-' h (Mpt + May/PZ P — (20) P2 (30) Ek i —� - TORS/O/kj c (40 ) -(50) p (7YP) (6°) LENGTH X WIDTH X DEPTH JOB TITLE 14FC PA JOB NO, SHHT.. OF CALCULATED BY ' / G DATE 3 "' CHECKED BY DATE 25.2 SCALE 33.6 P, PA 16.8 10.5 25.2 '15.75 33.6 21 42 26.25 HAGL 20-PSF 30 PSF 40 PSF 50 PSF 60 PSF 5 X8Xll 8X8Xll 1/2 8X8X12 10 11 12 .13 - 15 112 1212 J3 1/2 20 12 13 � 14 25 8X8X10 12 13 1/2 14 1/2 30 12 1/2 14 15 1/2 35 12 1/2 14 1/2 16 40 13 .15 17 45 13 1/2 15 1/2 8X8)t18 50 14 16 1/2 i8X8X18 1/2 55 14 1/2 17 9X9X18 60 15 8X8X17 1/2 9X9X18 1/2 65 15 1/2 8X8X18 70 16 75 16 1/2 80 16 1/2 85 17 90 17 1/2 95 18 100 18 1/2 1 ll"IETAL a. ""ll", 1 ESPECIALTIES23 „REFERENCE • . • . 1"t. 01.1 ��}"•� ' G441 -/.L' G 1 '17 IS S 'FO T. 1: 5= 'M(D,4-DZ ) /HERE DI = 0.0. 32 DI pZa 1. D. = ."12 F� (1 F °/r 33 001F F 6= � +-+F Jr- 1300�> t%r > 3300�ry D. (ME55 IACREASE) .Mb CAP = 5 x Fb x j2 (Jr- _• C F� vs. C `/D) °R F X13 j (TliE LARGEP.• or-). 1-3"00 tt boo IGE75_ yD CD/ 1'� S �.0 I� 1 r �MtGAP ' (2S) x 1_'S_,��STF�ESS IUGREASE) DIA WALL Fy' s I Fb Mb CAP Fv Mt CAP L max WT/FT. in in ksi_ 9n3 in4 ksi ft •k ksi ft k ft #/f t, JOB TITLE P I E"a CEPA G 17 I `' JOB NO. SHT. M' I OF CALCULATED ElY S DATE CHECKED BY DATE SCALE '30 0.250 35 172.3 2585 19.5 30 0.281 35 193.1 2897 20.2 30 0.312 35 21 8 3206 20.9 30 0.344 35 234.9 3524 25.2 30 0.375 35 255.3 3829 25.2 30 0.406 35 275.5 4133 25.2 '•30 0•.438 35 296.3 4445 25.2 •30 0.469 35 316..3 4744 25.2 300:500 157.7 35 336.1 5042 25.2 30. 0.562 35 375.5 5632 25.2 -•30 0.625 35 414.9 6224 25.2 30 0.656 35 434.2 6512 25.2 30 0.688 35 45--1.9 6808 25.2 30 0.750 .35 491.7 7375 25.2 30 0.875 35 566.5 8497 25.2 30. 1.000 35 639.3 9589 25.2 372.8 14.0 534.8 45.4_ 79..5. 432.4 14.0 599.3 60.7 89..3'' .I. 494.8• 14.0. .663.3 78.9 99 . : 0 656.1. 14.0 729.0 UNLTD 109.1 713.0 14.0 792.3 UNLTD 118.8) 769.6 14.0 85.1 UNLTD 128.5 827.6 14.0' '919.5 UNLTD 138.4 883.4 14.0 981.6 UNLTD 148.1 938.9 14.0 1043.2 UNLTD 157.7 1048.7 14.0 1165.2 UNLTD 176..9 1158.9, 14.0 1287.7 UNLTD 196.3_•,. 1212.6 14.0 137.3 UNLTD 205. .8 1267.7 14.0 .1408.5 UNLTD 215.6• 1373.3 14.0 15')5.9 UNLTD 234•.6 1582.1 14.0 1757.9 UNLTD 272.5. 1785.5 14. 0' 1983.8. UNLTD 310.1. JOG TITLE - 'P t P3- LQ'P A -G IT 11✓� JOB N0. SHT. M-1 OF�� CALCULATED UY S L = DATE CHECKED BY DATE ! SCALE ntrtntrvL,t :: M.o1-( E.+� GA•P/s•G I .r I'E 5 'FO TL 'P l p'ES '. .<5= lr(D,4-Di) 1NNEREc DI - C'.0. 32 D, ',Fb= .72:Fj (IF °/r.�: 33 0.01F •Fb= _GG?. r +.�,F� (1= 1300�> r%r > 330%�N ; 5TRESS 11.1 CREA5E) ,Mb tAp 5 x Fb x 1.33-� 1 FY = , 4. F� �Ii✓ iir < FSS- cR F� 3 J 23600 11600 FY = ( Tft� (J1RGf:FZ:-�) ate.. / DT i 6575 . • q9 4• .l r� % °/T�3/z ltF / F 4/s (yo)�tNV m qAP ' rY (2I)�•' CSTM 5S 1.4CREASE) r D/2) 12 X 1.3'� DIA WALL Fy s I Fb Mb CAP Fv Mt -CAP L max' WT/FT an in ksi in!; in4 ksi ft k ksi ft k ft #/ft '36' 0.250 35 249.; 448-6' 18.6 513.'x' 14.0 773.4. 34.5 95.6 " 36 0.281 35 279.4: 5029 19.2 593.5 14.0 .867.1 46.2 107.3 36 0.312 35 309.9 5569 19.7.. 676.9. 14.9 9E0..2 60.41 119.1 ;36 0.344 35 340.2 6124 ::0.3 766.5 14.0 10y5.9 76.6 131.1 136- '36' •'0.375 35 369.5. 6659 20.9 1033,5 .14.0 1148.0 95.1 142.8 36• 0.406 35 399.5 7191 25.2 .1115.8 14.0 1239..7 UNLTD 154.5 0.438 35 429.1: 7737 25.2 1200.5 •14.0 133.3.9 UNLTD 166.5 .36• 36 . 0.46-9 35. 459..¢ 8263 25.2 1282.1 14.0 1424.6 UNLTD 178.2 .:36. 0.500 35 488.1 8786. 25.2 1363.3 , 14.0 .1514.8 UNLTD 189.8 :36 0.562 0.625 35 35 545•.[ 603.E• 9825 25.2 1524.4 14.0_ 1693.8 UNLTD 212.9- «� !36" 0.65.6 35 632.1 10868 11378 25.2 25.2 1686..Q 1765.5 14.0 14.0 1873".8 19El..6 - UNLTD 236.4. 36 136 0.688 35 661.2 11901 25.2 1846.6 14.0 205.1.8• ._ UNLTD UNLTD 247.9 259.8•' . 0.750 35 717.0 12906 2.3.2 2002.6 14.0 2225.1 - UNLTD. 282.7 X36: X36 0,875 35 827,8 14900 2!5.2 2312.0 14.0 25E8.9 UNLTD 328,6 1.0.00_._35 936.2 _16851 25.2 2614.7 14.0 29Q5.2 UNLTD 374.2 BIMETAL • WELD MSPECIALTIESZ CALCULATED qY SL` GATE CHECKED OY`DAA SCALE _ ncrtrtcrvt.t _--- F-LoM Er,�' � G�q•�n.•c t 'i't's S, 'Fo r� 'P t tis 3Z D, :S= 'SD z .F6= .72 Fj (IF /r..33o0/ FLS ; F4 I = 13.000 > 1:lr > 3300/, ' M6c,,P= SxF6x1.33 STRESS , 1JCRE/,SE) • FY =. q F I CIF Dj� fo575 9 q .(71+5 LARGER or•) 800 oto li boo . /IF 'D� 6575 r q9 4' l y2,''3 (7O CDIr) / DIT)3/Z l (t�D)/�s skND d Mt�Ap = i2I) A,-'(5TRrG55 II.ICREASE) 3DIA WALL Fy yin ;; I Fb Mb CAP Fv Mt CAP L max WT/FT in ksi ilz3 in4 ksi ft k ksi ft k ft #/ft' °40 X40 •0.312 35 0.344 38:3.0 7660 19.2 813.5 14.0 1188.5 51.3 132.4 '40 35 8.375 35 421.3 45:3.2 8425 19.7 919.5. 14.0 1307.3 65.4. 145.9 140 0.406 •35 49.1.9 9163 9897 20.2 20.7 1026.0 1136.4 14.0 3.4.0 1421.8 1535.7 81.2 99.0 158.9 171.9 "N40 0.438 35 0.469 532.6 10652 25.2 1487.5 ?.4.0 1652.8 UNLTD 185.3 40 35 0.500 35 56'x.0 11379 25.2 1589.1 3.4.0 1765.7 UNLTD 198.2' . 40 0.562 35 605.1 677.0 12103 25.2 1690.2 14.0 1876.0 UNLTD 211.2 ' ..40 0.625 35 749.3 13540 14987 25.2 25.2 1890.9 2092.9 3.4.0 3.4.0 • 2107.0 2325.5 UNLTD UNLTD 237.0 263.1. 40 0.688 .35 0.750 821.0 16419 25.2 2293.0 3.4.0 2547.7 *UNLTD 289.2 •40 40 35 0.875 35 896.8 1029.5 17816 25.2 2487.9 14.0 '2764.4 UNLTD 314.7' .40 1.000 _35 11G5.5 20590 23310 25.2 25.2 2875.3 3255.2 x.4.0 14.0 3194.8 3616.9 UNLTD -UNLTD 366.0 417.0• MMETAL a. WELD JOO NO. SHT• t 1-' �OF� : CALCULATED 01, DATE MSPECIALTIES'� CHECKED DY_ DATE SCALE REFERENCE M. a M EJB G i l PT --s Ci0 lr. lJ M. �•1 Ti(DI4-Dz+) NN>rRE Dl = 0. 0. ' 3Z Dl Z ' 20 � Fb - .7Z :F� (IF D/7.4 33001F) . Fb L - + d.F (IF 13000 > •D/,- > 3300/F •� ` ' t; Sj'AESS INCitcASE� .• ,Mb CAP -� 5 x x )_33 CI�D1.0 /T 6575 /S `A52+ OR 9q= F� C FY = �TFtE LARGER OF� 23800 aJ� il.boo) (/IF DIT' % 6S7S _ 49 4• c L/O l°/r� l4 °/r� F�'s/s (yo)Lls (STRES5 IM CR EAS 9> x 1.33./-• °/Z) 12 DIA • WALL .Fy S I VFb Mb CAP Fv Mt CTAP L max WT/FT .: :in in ksi, in3• in4 ksi ft k ksi ft k ft #/ft 42 0.258 •35 340.2 • 7145 17.9 676.5- .:14.0 1055.8 27.4 111.6 42 0.312 35 422.7- 8877 18.9 886.3 :14.0 131'.8 47.6 139.1; X42 ' '0.3.44-.35.-_ 465.0_..9765 19.4_ 14.0 144:1.1 60.8 153.2) .442 0.37.5 .35 ' 505.8 10622 19.9 _1001.0 1116.2 14.0 1569.6 75:4- 166.9 42 0.406 35 546,4 11474 .20.4 1235.3 14.0 169:1,6 92.0 180'.6 ;42' ,0.4.38'• 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6.,..- 94.6..,,r42 ,-',420.469 35 628.3 13195 25.2 1754.9 L4.0 1949.9 UNLTD 208.3.' _ A2 0.500 35 6 6 8 . C 1-4036 25.2 1866.8 L4.0 2074.2 UNLTD 22l...9- 21.9•42 420.562. 35 747.9 15706 25.2 2088.9 14.0 2321.0 UNLTD 249.0.:." .42. 0.625 35 828.0. 17388 25.2 2312.6 14.0 2509.6 UNLTD 276.5 42 0.688 35 907.4 19054 25.2 2534.2: :.4.0 281`x.8 UNLTD.- 303.9. 429.750 35' 984.7 20679 25.2 2750.4 L4.0 3055.9 UNLTD 330.8'.: 142 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384:.7 42 1.000 35 1289..6 27081 25.2 3601.8 14.0 4002.0 UNLTD 438.4 b .7�. _ -.. .. .-�, ,..,.-.r... �--�.�:...,��.: ... .S. .r� 6:'r'.s,'^+ .. �{^ a� ._•+:� _.; rye,. � aY.�s•.rls. r _ ss-^;7s�.); Sv , ,,, �, OFFICE COPY •r Address GAS Meter By Date ELECTRI Meter By Date G i' r , Fo� 0-� (4 - T -()I . i • • � i i { • OFFICE COPY •r Address GAS Meter By Date ELECTRI Meter By Date G i' r , Fo� 0-� (4 - T -()I . i • 7 C OFFICE COPY •r Address GAS Meter By Date ELECTRI Meter By Date G i' r , Fo� 0-� (4 - T -()I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 - PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER c� CID - Q UO f� ZONING BUILDING PERMIT OWNER + S « 4^: TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERSNO RESS MAIU 7_1 r fDn 0 CONTRACTOR'S NAME,• {- / { All TELEPHONE CONTRACTORS, t7p ADDRE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS CrI�'�a .. � % Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 i- USEOFSTRUCTURE! ul fa , ;!. c '-'- r+� _�:� ���" ;• SF ❑ Duplex ❑ Mobilehome Cl' Other P i �.."_`_-'.• ` 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 i New ❑ Addition ❑/Remodel ❑ Utilities ❑ Installation ❑ Other. Describe Work: 0��1?T'� /r' . L v.,� F „�. r f ACt r��%�l� � �� (lI ' I' ,'i') Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ T 10 }��_.t,r. ►z� fir ► ;�. U, ELECTRICAL PERMIT Filing Fee 20.00 f OO.OR LESS Main Service 200AAOR LESS 23.00 '1- /• 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 e- 1 n r - .i o Lic. No. y j OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 permitis issued. My workers' ,compe.qsatio�insurance carrier and policy number are: Carrier - t !sem! r-_ �/ t'"A� -:.��� -' Policy Number 0110 0 ' S S - O -0 0 (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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 111. 1 X �• Lv; �sr!r: I Date i ,+ i Signature d(v pplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction height. g of structures over 3 stories in // Main Service 200A TO 1000A 46.00 NEW CONST. DWELLMxi OCCUP. SO OR ADONIS. a ACC. OCC 3.5¢FT. NST {NON-RESID. MULTI.OUTLET @7,50 Pow�A APPARATUS 8 SWGLE OUTLET CIR. 20 .00 EX. Occup. OUTLET OR FDRUREs SAL ®1.w Ex. Occup. ouT t°rsJRREES1UNS61eA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ .[?U MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 00 HAZ. D FIE IMP iy FLOOD CDF PARCEL PD HD SU This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By r' /+ri�fi w:OAf (6_ 3 Date PERMIT EXPIRES ON �,, `� ri-� provisions to do work paid. 4,/'% g 01 r- fe Receipt No. i �',� r.# t 4/ +1 i% L,*: {i� WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IV X 13 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATIONANDPERMTT G ASSESSOR PARCEL NUMQQiO A 400 t /� /� - ��� UU /\[�J♦ CJI•U/V� ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MLU D SS ♦ ICALto4J CONTRA 'S F+a ♦ TELEPHONE 345566 CONTRACTOR ADD CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTR CTURE SF ❑. Duplex ❑ Mobilehome X Other SPT Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work:�(nJ ^ W `-CA- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEEIF S Pa nAAL ELECTRICAL PERMIT Fling Fee 20.00 ' -O& —Main Service zo'onoa.ss 23.00�5,OD 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 Isinfull force and effect. tt� License Class J -1 (' - J -O Lic. NO. 6 T OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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' co pe satin nsurance carries and policy number are: Carrier Policy Number %j O O ` .� �- O -O O (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 with comply with those provisions. /I-/ X 0Date ! Signature o ppiicant - ❑ Owner B -Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 44 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( 8 ACC. BLDS. 3.50FT. NONRESID MULTI.OLIT U @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FO(TUREs 20 00 SAL t.w Ex. Occup. DUTIETS�UM.)0Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i L4,3 -M MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 13 . 60 HAZ. I D IMP I FLOOD I COF PARCEL PD I HD trU This permit is hereby Issued under of the Butte County Code and/or indicate above for which fees have By &&lw PERMIT EXPIRES ON Ll the applicable provisions Resolutions to do work been paid. �Date/� + V � to Receipt No. 3, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i r ANTY OF BUTTE – DEPARTMEAT -OF- PUBLIC WORKS 7 County Center Drive ' -` Orbville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT S�?626,7 Ale\ authorize representatives of the County of Butte to enter upon the above -m tinned propert y for inspection pu oses. Date,-r�d $ignature� f Pgrmi ee Qr Agent Receipt No. ^/ (CXj (j�j 6 - White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT -OR OF PABLIC WORKS _ Building permit expires Date /o —Ly -V BUILDING ,� ^ Owner CLe V (.k)o ko NV. %W SO. FT. OCC. BUILDING VALUATION o Mailing Address erL4 52e,iv Cw CO Telephone Contractor (��� Mailing Address Fireplace Total Valuation tJ40 Telephone No. Per ' , Building AddressL" ty 50 PlanCheck ing &-/rPenalty 1 15 $0 ee (o, so Q P (SARA)6'12 14W6 PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 ,(DO Each Trap 1.50 ' ,00 CG -i eo Repair drainage or vent piping 1.50 A. P. o. V �Z Z Zoning & P anning Water piping 1.50 a Each gas water heater or vent 1.50 F s I C. Is on Fire Dept. Fire Zone Jr Use Permit Gas piping system 1 -5 outlets 1.50 EQA P irking sans Parcel Declarationp� Parcel MP -1 60' R/W Im s ach additional outlet .30 Building sewer 5.00 BI g. Plane ec'd Parc rovaI Plans ravel Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ ELECTRICAL No. @FEE PERMIT FILING FEE $3.00 r 600V OR LESS Main service 100 AMP OR LESS 5.00 © Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 t Main service OVER 800V 100 AMP OR LESS 25.00 t .' Main service EA. ADD'L 100 AMP 1.00NEW OR ADDNST (OCCLBL GS,LING CCUP. 4') 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW RESID. BRANCMULT OUTL T NON-RESID. BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON RES,D, (SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTURES) 5 L� FIXED APPLNS. OR Ex. Occup.(OUTLETs (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 rVi I am exempt from the Contractors License Laws of the State of California. Permit Fee $ , ,�j $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this s ermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 '?,00 Heating M Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $�{� C authorize representatives of the County of Butte to enter upon the above -m tinned propert y for inspection pu oses. Date,-r�d $ignature� f Pgrmi ee Qr Agent Receipt No. ^/ (CXj (j�j 6 - White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT -OR OF PABLIC WORKS _ Building permit expires Date /o —Ly -V i; COUNTY OF BUTTE w,DEPARTMf=NT OF PUBLIC WORKS — BUILDING DIVISION 7 County Center Drive- 0roville,'California 95965 — Telephone 534-4541 / PERMIT APPLICATION DATA SHEET Permit No. OWNER CLAa&JGC Uj0o o , A.P. No. '14"-(-07 - 4...4 Proposed Building Use __c�yyxz-ia(/ `4z ;tDc7 Permit fee based upon--' Complete Contract Price i' DPW Valuation 2c,ther lexpllain��)`` Building Inspector �S`„I'"l Yfkh 4 Date At time of permit application, I was advised � e following data must be submitted prior to -permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted................................................................... 2. Plot plans in duplicate/triplicate............................................................... Complete plans in duplicate/triplicate................................................... 4. Complete engineered plans and calcs..................................................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $.................................................. ,---9. Letter of signature authorizatio-n.............................................................. 10. Sanitation approval from —Health �� Health Dept...: _ 11. Planning approval for 12. Certificate of Workmen's Compensation Insurance ........................ 13. Contractors License Information (no., name style, classification) ............................... Improvements may be required. Contact Landjj�* Development Section of Dept. Public Works (see addressbelow)................................................................................................. 15. Pre -inspection for required. Pre-inspec. request to 16. Other bldg.inspector � •.� (date) � i When you issue the permit, process as follows: Mail to owner Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspection. Other T, /q i Applicant�E l Copy of plans sent Health Dept., Fire Dept., Other Date — — Dur)ng the plan checking process, the following data ust be submitted prior to permit issuance: (For required items not checked above at time o is Q c I m.) 1. Index permit for above Items No. 2. Additional itemsrequired: `w a. (Contractor esign Owne was advised of above required data by Telephone Mail ja Other Date Plans checked by Date Plans approved by Date OTHER: UA� cam' v � X �3� / Cnnv/I)pvv To: Buildin6 Department; From: Environmental Health r Subject: Sanitation Clearance Owner L6-cui Plans approved for: Sewage Disposal Hold final for: AP _ .dater .Supply .,-dater Supply Final Clearance O.K. for: 4ater Supply Clearance for a bedroom mobile home. Other Clearance for addition of Nota co C:) -0 00 z PAS I MULTIPLE FAMILY AND COMPIERCIAL PLAN CHECKING GUIDE eLOZ N)c IM 'V- %10 Bldg. Pe' t # sqO a . "d9 -ILEW- l mN.P. # - oz -z A. GENERAL A A Zoning req remen (sideyards, parking, special conditions). 1V `" Z. al. valuation.41 / Signature by R.C.E. or Architect (if required). Calculations. Improvements and drainage. J?oo-C. �� A(rri mel omplete plot plan with dimensions, easements, other buildings, and other pertinent data. A crdl%� T S�ui"cS B. OCCUPANCY RE UIRT�IENTS 1. Building use�11�t�KgQ Occupancy Class Z. 2. 2. Type of construction - to Fire Zone 3 3. Building floor area 40000 sq.ft. Occupant load 57. 4. -Total allowable floor area $00 O } sq.ft. Basic allowable floor area 60cbZ sq.ft. Basis for increase WZ71-m -6 VL Inc. Additions, alterations, and repairs exceeding 50% (Sec. 104). oG:'7Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503). Area separations (Sec. 505). ,490." Firewalls Firewalls due to location on property (Sec. 504). 1/ Maximum height requirements (Sec. 507). leY. Attic separations (Sec. 3205). 9 ��,�echanical Ventilation and special hazards requirements (Chapters 6-13). ]oire extinguishing systems (Chapter 38). code requirements. lstaurant Act requirements. 16�e Smoke detection system. C. TYPES OF CONSTRUCTION REOUIREMENTS Fire retardant roof coverings (Sec. 1704). +2slParapet walls (Sec. 1709). 0 ilet room floors and walls (Sec. 1711). 4/ Physically handicapped (Sec. 1711 & Table 33A). 5!�Guardrails (Sec. 1716). Detailed 716). Detailed types of construction requirements (Chapters 18-22). AL, ' Proper roof pitch for roof covering (Chapter 32). 'Attic access and ventilation (Sec. 3204). jo-�Roof drainage (Sec. 3207). 1i�Skylights (Chapter 34). llv--ftages and platforms (Chapter 39). ]R2 - Interior wall and ceiling finish (Chapter 42). 13-`�_Fire resistive requirements (Chapter 43). 14"- Wall and ceiling coverings (Chapter 47). 15./(flass and glazing (Chapter 54). Human Impact (Sec. 5406). PAGE 2 i t MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE) / (continued D. STA S EXITS AND OCCUPANT LOADS Number of exits, width and locations (Sec. 3302). ;��Iorridors ors (Sec. 3303). ;�/ and exterior exit balconies (Sec. 3304). -eitaiivays, rise & run, width, winders, and construction (Sec. 3305). orizontal exit (Sec.3307). it and smokeproof enclosures (Sec. 3308 & 3309). 7# Exit signs and illumination (Sec. 3312). Bits for occupancy groups A-E (Sec. 3315-3319). E. EMGZNEERING REGULATIONS DESIGN UALITY MATERIALS AND DETAILED REQUIREMENTS 1. Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters.23-29. Plans must include plot plan -,-floor plan, foundation plan, elevations, and complete structural details.. Energy design, calcs, and'necessary details (State law). T. Veneer (Chapter 30). �himneys and fireplaces (Chapter 37). Engineered plans if required. 5.—"Plastics (Chapter 52). 6!" -Excavation and grading (Chapter 70) - not adopted. - Continuous or Special Inspection (Sec. 305)-.' Factory or other certification. .'9o -,Soils or compaction data. r dL✓' "� y �� �• � �. X77- s34 � Inter -'Depart f . emor®ndum ' � C• TO: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance DATE: 9/26/79 We have recently. received an application to construct a new warehouse & show room (use) by Clarence V. Wood. (North Valley Ready Mix) (owner and/or contractor) at E/SHwy 99, 50'S.of Garner Lane, Chico (location) A. P. No. 44-02-24 Permit Appin. No. 5906-79R,E,F M and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm drainage facilities for this project so we may issue the required permit. F. Glander JFG:dd Chief Building Inspector C Improvements and drainage plans approved for construction. /_/ Improvements and drainage not required for construction. / / Other. (specify) (signature) (date) i4 �,Y�"YT �!= .-. ��r + 4_b��•- ' ,• , : t!,a. ; Y Mrfi .74i :J 5 •� -�". --'-1 ;hLe �Bl11L6fNG DATA FORM R08ERT 6: ' { " -WILDING ENVELOPE, ENVELOPE,COMPL`IANCE � •WEA�fON 4F3 _-� 't:. `P ojeet'T�tie'�0r 41!-Cf . Archittect `l 0 563: East Linda Avenue 'Chico, Documented by Ca I i fo rnie926. 26 :Location 191-6).343-808 -NtcoDate f t �.". M'r %..%/loaih!Al;` Project Designer Checked by � - +' , ,� .. .: w _ • •..• • , 'Date SITE DESCRIPTION 1 Location Code Number (from Table 2 of Appendix 1) ' Latitude 2 r Degree Days -heating (from Table 2 of Appendix 1) ~'3 SF; Solar Factor (from'Fig. 4.1.17 or Table 2 of Appendix 1) 4 AT, ASHRAE design temp -r-:78P (from Table 2 of Appendix 1) 5 ' c'. BLDG. DESCRIPTION Occupancy'Type Code Number .(from Table 1 of Appendix 1) 6 _ ' Gross heated floor area, sq. ft. -7 Number of floors 8-� Ground Floor Perimeter, ff. '9 ' Longest diagonal dimension at ground floor, ft. 10 Y Height, ft. 1_ Record the detailed materials data on the Materials Data Form - Form 2 ' Wall Surface Areas AoPaque wall 12 Awindow 1.3 t,. s ' boor 14 i. �hn- 1 '' Total Aow Line 12 + 13 +.14 15 �.:. sf ' i Heat Transfer Coefficients (see Section 4.1.8) �z 1` ` winter Uwall 16 r ` (heating) U window 17 r .' Udoor 18 �_ • summer Uw 19 ' (cooling) 0 , U 20- u Udoor 21 Y,. 6. r door t `= Shading coefficient of glass, (from Table 3 of Appendix 1)SC 22 ,' O Weight of Wall Construction, Ib/ft2 w 23 ' . 5' Mass Correction Factor (from Fig. 4.1.16) MCF 24 , i7i �► •�7 Equivalent Temperature Difference (from Fig. 4.1.16) Tpeq 25` ' Aopaqueroof Roof Surface Areas 26 r; '• Askylight 27. +` Total Aor (26 4. 27) 28 y_/7� f3 .j *. .. % skylights (27/28) 29 �: • �'• .. . '•-: Note: If Line 29 is 5% or greater, automatic light-sensitive ''=:i":: switching systems are required in the area lighted by sky- .. •. - 1.' figh t. y Enter the difference between line 27 and 5% of line,28, or +. . 1 zero, whichever is the greater Enter"the.sum line 26 line 30 30 3 of and 31' f BUILDING DATA FORM - SUI LD1 NG•ENVELOPE. COMP LIANCE s PROJECT TITLE No L ! P { L Heat Transfer Coefficients (See Section 4.1.8) �tg winter fheatingl U32'FQ roof UskYlight 33 Ur summer (cooling) „...... Us 35'� ='. s Shading Coefficient of skylight (from Table 3 of Appendix 1) SCS 36 Mass Coefficient (from Fig. 4.1.16) Absorptance (from Fig. 4,1.16). Mc 37 Ac 38 -,St -d== ” Floor �- Floor Area over unheated space Aof 39 U -value for floors ., # A �:) W- 40 HEATING DESIGN CRITERION r ` Standard Uow (from Fig. 4.1.2) .43 Standard Uor (from Fig. 4.1.3) 44 Standard Uof (from Fig. 4.1.4) .45 Maximum allowable Uo (from Fig. 4.1.1) 46'x' ' 47 014-2 r Es" Proposed Uow (from Fig. 4.1.7) (. Proposed Uor (from Fig. 4.1.10) 48� 'Uof Proposed (from line 40) ' .r L /. v� o .) 49---— ,j •fes Proposed Uo (from Fig. 4.1:1) 50 ��' Line 50 must not ,3. exceed line 46 Note: Uor is calculated from the equation of Fig. 4.1. 1.0 for the proposed building using the value from line 30 for the area of skylights, and the value from line 31 for the overall roof area Aor COOLING DESIGN CRITERION ,. t� Standard OTTWw (from Fig. 4.1.15) 51 Standard OTTVr (41 x line 44) 52y Standard OTTV (from Fig. 4.1.13) 53 4 Proposed OTTVw (from Fig. 4.1.14) 54 Proposed OTTVr (from Fig. 4.1.14) 55 Proposed OTTV (from Fig. 4.1.13) 56' r Line 56 must not exceed line 53 Note: 0TTVr for the proposed building is calculated from the equation of Fig. 4. 1. 14 using the value from line 27 for the area of skylights, and the value from line 28 for the overall roof 5 .. area Aor 3T f , W MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE •• ;. :' "' /Ifs. �%�.c�,�� {gra t� y r� � �,4` Project Title f Documented ° Date.. � 7,9' ` Location ' +� C Project Designer +='�'�f°� Checked by Date - . r Wall Wall Type 1 .• Weight of wall construction, IWO (see Sec. 4.1.8) Wt 1 Heat Transfer Coefficient (see Sec. 4.1.8) Ut 2 ® p 7 _ Surface Areas (attach sheets to document any additional Orientation 3 tv i. compass orientations) Area 4 Orientation 5 Area 6 Orientation 7 Area 83. F Orientation 9 Area: 10 Wall Type 2 v ? ` Weight of wall construction, IWO w2 11 U2 Heat Transfer Coefficient 12 Surface Areas (Attach sheets to document any additional Orientation 13 N compass orientations) Area- 14 S? .. Orientation '15 Area 16__ Orientation 17 Area 18 _z+ Orientation 19 ' Area 20 ' Wall Type 3 Weight of wall construction, Ib/ft2 w3 21_ Heat Transfer Coefficient U3 22 Surface Areas (Attach sheets to document any additional Orientation 23- compass orientations) Area 24 s ' Orientation 25 Area 26 Orientation 27 S Area 28 Orientation 29 KI Area 30 W . i MATERIALS DATA•FORM — BUILDING ENVELOPE COMPLIANCE; . ; spa 2 of;Form 1' y 'PROJECT TITLE f `�✓ > %j'r)•c'iI Wall Type 4 Weight of wall construction, IWO w4 . Surface Areas (Attach sheets to document any additional Y4 .- compass orientations) orientation '33 Area 34 Orientation 35 Area 36 Orientation 37 Area 38 Orientation 39 Area 40 Glass Type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 41 /too Heat Transfer Coefficient (from mfrs. data) 42 . . Surface Areas (Attach sheets to document any additional Orientation 43 N compass orientations) Area 44 Orientation 45 Area 46 Orientation 47 Area 48 Orientation 49 Area 50— Glass Type 2 E Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 5 Heat Transfer Coefficient (from mfrs. data) 52 xi Surface Areas (Attach sheets to document any additional Orientation 53 compass orientations) Area 54 Orientation 55 Orientation 57 Area 58 Orientation 59 Area 60 Glass Type 3 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 1 Heat Transfer Coefficient (from mfrs.data) 6 Surface Areas (Attach sheets to document any additional Orientation 63 _ compass orientations) Area 64- 4_Orientation Orientation 65 Area 66.- 6_Orientation Orientation 67 Area 68- 8_Orientation Orientation 69. Area 70. _ 5 'MATERIALS DATA FORM _ BUILDING ENVELOPE .COMPLIANCE. %qe8 of Fotni Z " PROJECT TITLE._ Glass Type 4 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 7 •_.: _ Heat Transfer Coefficient (from mfrs. data) •72 Surface Areas lAttach sheets to document any additional Orientation '73 compass orientations). Area 74 Orientation 75 Area 76 Orientation 77 Area -78 A�_ Orientation 79 Area 80 ____ Roof Roof Type 1" " Weight of roof construction, Ib/ft2 (see Section 4.1.8) 81 ( Heat Transfer Coefficient (see Section 4.1.8) 82 0, O • Surface Area (Attach sheets to document any additional roof types) 83 Skylight Area 84 4 ' I Skylight Shading Coefficient (from Table 3 of Appendix 1) Skylight Heat Transfer Coefficient (U 85 86 -value) ?. Floor Floor Type 1 (floors over non -air conditioned spaces only) )VA Weight of floor construction, IWO (see Section 4.1.8) 8 A� Heat Transfer Coefficient (see Section 4. 1.8) 88?�' Surface Area (attach sheets to document any additional floor types) 89 . Doors�*. Surface Area 90°" r Heat Transfer Coefficient (U -value, see Table 4 of'Appendix 1j 91 t _ AA c 11 Y rF HEAT TRANSFER' COEFFICIENT 3 y ', 1" -, s` PROPOSED"CONSTRUCTION-ASSEMBLY t � � t List of Construction Components �:R, e -�= -' �.�, — ' l�2 �� G,Y� Ute; 6 9 ©,`� tr---�-�- /2 t Y �-- - -,; --3 . D, ,4.7 4, %i r ��� 1 - 5: .. 6. �. 7. r.. 8: ! f%rl(DFj 0�� Insido Surface Alr:Film777 '.'cooling ' heating ' Sketch •of :Construction Assembly Film:. ? Outside Surface Air heating WEIGHT. Ib[ft? cooling Check one: Total Resistance Rt :/2.8� 7 . x x cooling' heating - •...: Wall _. 01 �70 �e Root U Value WRY -cooling, heating Floor _. W } y nAMA-� M HEAT TRANSFER'. COEFFICIENT 3� ` 3 j •. ) %lam 1 PROPOS ED;CONSTRUCTION ASSEMBLY f � W. 1 t Y 1 } List of Construction Components, R ' 2. SAA i r r 1 N ;ir y .' , 6 - ' 7. Inside p� { Surface Air Film�.-�• `Cooling'.,heat�rig Sketch of Construction Assembly ; Outside Surface AirFilm'i. '.WEIGHT;` "�-� Ib/h2 cooling . heating. Check one: Total It�- s cooling heating: Wall` Roof 'U Value (I/Rt) r - �i Q cooling heating' : Floor _ ;. :. �.. _ V .� 1 �, k i l � a.' y � � } `4� t � Z Yi %HEAT • - .. TRANSFER COEFFICIENT T •5 i � b % if ' S 4 f -.. 1 I` ✓ ` y, } F©rwm PROPOSED CONSTRUCTION ASSEMBLY { . _. { 1 �•` r s y .. y ." ... .. z r _ --TY. r - .. .. .: .. 41 -:List. of Construction Components R F'C-4GA5 , ar.� r i✓A' �- ''; !o X o l; !J '.' -g 3.F 8. y Inside. Surface Air Film t:�-% `; 0.6v$ i cooling heating : f Sketch of Construction Assembly Outside Surface Air Film ©2� r r : WEIGHT: i!p Ib/ft2 cooling heating : Check one: Total Resistance Rt L.4 1: -cooling" ; heating . . Wall Roof U -Value (I/Rt) cooling heating F l oor. ._ r �. .. .. Y HEAT TRANSFER COEFFICIENT m PROPOSED -CONSTRUCTION ASSEMBLY List of Construction Components R • � Ail E•T�-:.� R•O U F �nJ � � O _ GrY/'sv, 0.4-5 Sketch of Construction Assembly WEIGHT: P--•`?-� Ib/ft2 Check one: Wall _ Roof Floor — Inside Surface Air Film Outside Surface Air Film Total ResistanceRt U -Value (l/Rt) 0,�2 fl.bl cooling heating cooling heating �: f ,.4- cooling heating 0, ()44-- 0.04e) cooling heating ..DOCUMENTATION FORM . •�• Form" 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) Project Title Documented by Location Date: Project Designer C2 Pq.•�upf Chocked b Date DESIGN CONDITIONS 14" Building occupancy type (Table 1 of Appendix 1) Project Latitude (Table 2 of Appendix ....... It 3 ?- Heating Degree.Days (Table 2 of Appendix 1) ........... HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ................. F Indoor Design Temperature ................. °F Outdoor Air .................... ...... CFM Heat Loss From Outdoor Air ....................... Btu/Hr. Temperature of adjacent unheated spaces ............... OF Transmission Heating Losses ...................... Btu/Hr. Infiltration,Air ............... CFM Heat Loss From Infiltration....... . Btu/Hr. CFM Ventilation Air ............... 4 Heat Loss From Ventilation .......... 5.0s. -B.— Btu/Hr. Outdoor Air for Special Processes...... .. I CFM Heat Loss From Process Air ....................... T Btu/Hr. Other Heat Losses (describe) ...................... 'N Btu/Hr. Total Heat Losses ....................... Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb......... OF Outdoor Design Temperature, summer, wet bulb......... 1 of Indoor Design Temperature, summer; dry bulb .......... & OF Indoor Design Temperature, summer, wet bulb .......... I OF Transmission Heat Gain ........... ......... -Mr. Infiltration Air .......................... CFM Heat Gain From Infiltration ....... >.... Btu/Hr. Outdoor Air for -Special Processes. CFM - Heat Gain for Process Air ........................ BtWHr. Solar Heat Gain Through Windows, etc .............. \� Heat Gain From Lights, Equipment, People, etc.......... to/Hr. Heat Gain From Other Sources' .................... Au/Hr. Outdoor Air: � r1_ Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates). UM/Person Heat Gain From Outdoor Air ................. BtulHr. U� _' Pikes .2 of Form' -4 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to.Exceed 33`Yo of Tabulated i Recommended Ventilation Rates) UM/Person Heat Gain From Outdoor Air ......... ...... Btu/Hr. 2-44 7 Total Cooling Load ................... ..... • • .Btu/Hr.. TEMPERATURE CONTROL. Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page or sheet No.) • capability to sequence heating and cooling .c5/v�� I • temperature control device set point limits .................................... • temperature set point range between full heating and full cooling ...................... • setback and shutoff controls ............................................ . • capability to terminate heating at 70°F and cooling at 78°F ....................... Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for:. _ • each separate HVAC system ....................... • .. , ...........�" • each zone ...... .................................................... _ SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or. both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE /!• ' • .Sequential temperature control of heating and cooling systems ..................... / • Automatic reset of heating temperature, to limit energy input only to that f , level to offset heat loss due to transmission and infiltration ........................ Reheat systems - give reference specifications page or drawing number which will show compliance with the following when reheating 20`Yo or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air•�o; supply to the highest temperature level of the zone requiring the most cooling ...... • Single zone reheat systems shall be controlled to sequence heating and cooling ,�t� • Hot deck temperature — must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating.........' • Cold deck temperature — must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling .................. n� Recooling systems —. give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls.must automatically reset the temperature of heated supply air to the lowest temperature necessaryto satisfy the zone requiring the most heating ................... �y HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several -HVAC System types have special requirements or restrictions. In this section, the type of .system used in the design must be listed and any special restrictions given dere referenced to show compliance. Supply references to proper specifi- cations page or -drawing numbers. Type HVAC Systems Used List type of system to be used here (include all systems for heating or cooling in the building) include reference' for specifications for each systema ( P f MI/ ( 000 V f„ o r.,, '�'j ! r � , Ci v'• A /�.%G Constant volume reheat system — when serving both interior and exterior zones — separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through .the cooling coil. REFERENCE tF Pap Avill4rM 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square -feet of conditioned itioned: space. If used,, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum - leakage of A of the total air quantity handled by the dampers when operating at the maximum system pressure to.which which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE *A/A Economizer Cycle — For each cooling fan system, for other than dual -duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr. or more than 5,000 CFM must have an'economizer-cycle unless one of the exceptions allowed is claimed. REFERENCE Al 'Al Electric Resistance Heating Systems - These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) thows.an alternate system life cycle cost exceeds that of the electric res I istance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation — Dampers which are automatically interlocked and closed on fan shutdown, hutdown are required. REFERENCE 14, Gravity Ventilators Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE POWER CONSUMPTION IN FANS REFERENCE Constant volume system Total Supply Air Quantity . . . . . . . . . * ...................................... CFM Total Pressure of Supply Fan ..................... Inches Water Total Supply Air Quantity Adjusted for Process Loads ............................. CFM Total Gross Floor Area............ ...................................... I Sq. Ft. Fan Performance Net Index (FPI) ........................................ Variable volume system Total Supply Air Quantity at Maximum Flow ................................. Total Pressure of Supply Fan at Maximum Flow .............................. Inches water-- Total Gross Floor Area ..... I ........................................... Sq. Ft. . Fan Performance Index at Maximum Flow (FPIm ) ................................ CFM Variable Volume Adjustment Constant .................... ................... Adjusted Fan Performance Index, FPla .... ............................... i TABLE 3 - ROOF FACTORS Construction Base Insulation Factor Factor R7 R I I R13 R19 Light No Ceiling 10#, U= .20 8 .41 1 .31 . .28 .21 Light Ceiling 10#, U'= .13 - 5 53 .41 .37' .29 Medium No Ceiling 40#, U= .51 24 .22 .15 .11 .09 Medium Ceiling 40#, U= .21 10 . .41 .30 .27 .20 1. Factors based on 95 F outdoor design temperature. For each 5 F higher design temperature add 1 .to base factor for light roofs, and medium roofs with ceiling. Add 3 to medium roof with no ceiling. 2. Overall roof factor - Base factor x insulation factor. i 3. If ceiling space is ventilated by a fan, multiply factor by .75. 4. R-7 approximates 2" insulation, R-11 approximates 3", R-13 approximates 4 R-19 approximates 6". .t TABLE 4 -CEILING FACTORS Roof Above See Table 3 Conditioned Space Above 0 Unconditioned Space Above 4 TABLE 5 - FLOOR FACTORS t 1 i R-7 approximates 2" insulation, R-11 approximates 3" R-13. epproximaies 4". TABLE 6 - ELECTRICAL AND APPLIANCE LOAD Quantity X Factor*= Btuh Incandescent lights (Per watt) 2- --sO 3.6 Fluorescent Lights (Per tube watt) Machines Per. KW 3600 Per HP 2900 Beauty Parlors (per operator) ' Gas Burners (Each) Glass Coffee makers (Each) Steam Tables - Electric (per sq. ft. surface) 550 Steam Tables'- Gas (per sq. ft. surface) 1300 Other appliances 'Factor includes 5% Fan Heat Total 1. Fact ors for appliances with properly designed hoods may be reduced 50%. 2. Adjust ratings of machines that are not fully loaded or do not run con- tinuously. 3. Appliance factors are not maximum values but are adjusted for average use. For appliances not listed, use 50% of manufacturer's rating. TABLE 7 - PEOPLE Base Factor Insulation Factor R7 R11 R13 Unconditioned space Below 5 .3 .21 19 Kitchen or Boiler Room Below 15 .3 .21 .19 Slab Floor 0 160 Museums CfmFactor Conditioned Space Below 0 205 Restaurant 565 270 R-7 approximates 2" insulation, R-11 approximates 3" R-13. epproximaies 4". TABLE 6 - ELECTRICAL AND APPLIANCE LOAD Quantity X Factor*= Btuh Incandescent lights (Per watt) 2- --sO 3.6 Fluorescent Lights (Per tube watt) Machines Per. KW 3600 Per HP 2900 Beauty Parlors (per operator) ' Gas Burners (Each) Glass Coffee makers (Each) Steam Tables - Electric (per sq. ft. surface) 550 Steam Tables'- Gas (per sq. ft. surface) 1300 Other appliances 'Factor includes 5% Fan Heat Total 1. Fact ors for appliances with properly designed hoods may be reduced 50%. 2. Adjust ratings of machines that are not fully loaded or do not run con- tinuously. 3. Appliance factors are not maximum values but are adjusted for average use. For appliances not listed, use 50% of manufacturer's rating. TABLE 7 - PEOPLE LOAD FACTORS Typical-Apphiptlon Factor Typical Application Factor Total* Latent Total* Latent 70, 75 78. J 80 Theater, Auditoriums 360 120 Banks, Library, 515 245 High School 410 160 Museums CfmFactor Offices, Hotels, Apts., 465 205 Restaurant 565 270 Colleges 3 21 , 41 55 Factory, Light work 765 455 Dept., Retail or Vatiety ' 465 205 Dance Hall 865 525 Story .9-.95 75 F, 60% Factory, Fairly Heavy 1020 620 Drug Store, Beauty 515 245 Work 2.Cj Parlor Barb erShop 30 I lFactory, Heavy Work 11475 1 925 -includes 5"A Fon heat TABLE 8. OUTDOOR AIR FACTORS In determining the outdoor air quantityor alculating the outdoor air load be guided as follows: 1. Outdoor air through the unit. a) No exhaust fans, use value from Table 9. b) Exhaust fans, use exhaust fan air quantity or value from Table 9, whichever is greater. In the absence of exhaust air information, base air quantity for 20 air changes per hour for toilet room and 10 air changes for other ventilated rooms. 2. No outdoor air through the unit. a) No exhaust fans, use 7 cfm per person. ,b) Exhaust fans, use exhaust air quantity. - ITEM T oT Sensible X Factor Outdo r We Bulb Outdoor N Room Conditions 65 70, 75 78. J 80 3� p Dry Bulb Factor 75 F, 50% 6 26 f 46 59; , 69 es hlr,,__ CfmFactor , sq ft -> r'•� r sq ft 95 t'22 75r�i; 55% 3 21 , 41 55 64 105 *. \,32 t .059 Ceiling (Table 4) 115 .9-.95 75 F, 60% Floor (Table 5) 17 37 1 50- 60 -- Electrical and Appliances (Table 6) People (Total)(Table 7) persons In determining the outdoor air quantityor alculating the outdoor air load be guided as follows: 1. Outdoor air through the unit. a) No exhaust fans, use value from Table 9. b) Exhaust fans, use exhaust fan air quantity or value from Table 9, whichever is greater. In the absence of exhaust air information, base air quantity for 20 air changes per hour for toilet room and 10 air changes for other ventilated rooms. 2. No outdoor air through the unit. a) No exhaust fans, use 7 cfm per person. ,b) Exhaust fans, use exhaust air quantity. - ITEM Exposure Quantity X Factor = eJUH WINDOWS (Table 1) N - . sq ftC� oom 7 1/(f sq ft 67 C) 3� p sq ft supply r sq ft Application WALLS (Table 2) SMF ?sq it Air CfmFactor , sq ft -> r'•� r sq ft sq ft -- Partitions (Table 2) sq ft 75' F, 50% .9..95 Roof (Table 3) ! ryGd sq ft .059 Ceiling (Table 4) sq ft .9-.95 54 Floor (Table 5) sq ft . .059 -- Electrical and Appliances (Table 6) People (Total)(Table 7) persons .9-.9 2.Cj Room Total Heat (RTH) 30 .059 Apartments Outdoor Air (Total) (Table 8) Cf. I -x S �-•c�_ Grand Total Heat (GTH) 20 .059. Museums, Libraries, Banks 1. Room Sensible Heat (FISH) = (RTH( - [People X Latent Factor (Table 7)*1 2. Sensible Heat Factor (SHF) = RSH/RTH 3. Total Sensible Heat (TSH) = RSH + CFM"* X outdoor air factor (sensible) (Table 8) AS -.9 52 _ Also deduct 50% of the load of moisture producing appliances. Cfm is outdoor air civantity. 1. Occupancy and outdoor air values are suggested values to use if actual figures are.not available. See also local codes which may govern. 2. SHF is average room sensible heat factors for application. 3. ADP is average apparatus dewpoint temperature for application Owdeor oom DF ccv anc A-, supply r Sq ftp Application oodit on SMF Air CfmFactor Parson Private Offices 75' F, 50% .9..95 54 125 30 .059 General Offices 75 F, 50% .9-.95 54 e0 15 . .059 Hotel Rooms 75 F, 50 .9-.9 54 150 30 .059 Apartments 75 F, 50% .9-.05 54 175. 20 .059. Museums, Libraries, Banks 75 F, 50 AS -.9 52 60 10 .054 Dept. Stores, Upper Floors 75 R, 50 215-,9 52 60 754 .054 Dept. Stores, Main Floors 75 F, 50 .8--85 52 25 754 .054 • Barber Shops & Beauty Shops 75 F, 50 .8-.85 52 40 15 .054 Variety Stores 75 F, 50 .8-.85 52 40 10 .054. ` Dept. Store Basements, Dime Stores, Drug Stores 75 F, 50%.75-.8 52 30 10 .054 Classrooms 75 F, 50%.75--8 52 25 754 .054 Auditoriums 75 F, 5570-.7 52 10 754 .054 Restaurants 75 F, 60 .65 1 52 15 15 .054 Theaters_ 75 F, 60% .65 52 10 71A .054 1. Occupancy and outdoor air values are suggested values to use if actual figures are.not available. See also local codes which may govern. 2. SHF is average room sensible heat factors for application. 3. ADP is average apparatus dewpoint temperature for application RSH X SUPPLY AIR FACTOR TOTAL =CFM GTH TABLE 10 - COIL ENTERING AIR TEMPE'RATURE'S" ENTERING DB WB MODEL NUMBER AIR QUANTITY TC SHC ..- -- s ft .b 1 ......... Double Pane q ••••• Entering Wet Bulb Walls -Light. 8" It. wt. agg. concrete block or frame . L- :q ft .34715715 . 7 ' ROOM CONDITIONS .. Walls -Medium 4" concrete block with 4" brick facing plastered Outdoor Wet Bulb .39 115 . 1 1 .07 .06 .. Walls Heavy 65 11 70 11 75 11 78 86 r ;? sq ft PERCENT OUTDOOR AIR THROUGH UNIT (NOTE 2 .11 .08 0 10 20 30 10 20 30 11 10 20 30 10 20 30 10 20 30 _ - 75F, 50% : 75F, 55% ` 75F, 60% 62.6 64.0 65.3 62.8 64.1 - - - - 63.1 64.2 . • .. 63.3 64.3 - - - - 63.5 64.6 65.8 64.4 65.2' 66.3 65.3 65.9 66.8 64.0 65.2 66.4 65.4 66.4 67.4 66.7 67.6 68.4 64.4 65.5 66.8 66.2 67:2 68.1 67.8 68.7 69.4 64.7 65.9 67.0 66.7 67.7 68.7 68.6 69.4 70.3 rP- Basement 6" Masonry wall'(perimeter) lin ft Entering Dry Bulb .... ..... .......... Infiltration (See Note 4) ' 3q ft .10 ......... ............... Outdoor Dry Bulb 3/4 air change (floor areal sq ft .15 ..... .... ..... .......... 1 air change (floor area) jj ' sq ft .2U .... .... ..... ........... 85 95 11 100 105 115 PERCENT OUTDOOR AIR THROUGH UNIT (NOTE 2).. 75 . RH. 0 10 1 20 30 11 10 1 20 1 30 10 20' 30 10 20 30 10 20 30 75 76 1 77 78 11 77 1 79 1 81 77.5 80 1 82.5 11 78 81 84 '79 83 1 87 _Any 1_For outdoor air percentages from 30% to 50%. it is permissible to 2. % outdoor air = Outdoor air cfm x 100 _. • extrapolate. Total Cfm % , EQUIPMENT SELECTION DATA RSH X SUPPLY AIR FACTOR TOTAL =CFM GTH TSH ENTERING DB WB MODEL NUMBER AIR QUANTITY TC SHC ..- -- s ft .b 1 ......... Double Pane q ••••• •'•'• ' Walls -Light. 8" It. wt. agg. concrete block or frame . L- :q ft .34715715 . 7 .06 .. Walls -Medium 4" concrete block with 4" brick facing plastered sq ft Notes: Select unit on basis of air quantity, sensible heat capacity (SH(-) and total capacity ( It_) based on entering air conditions (tUts) (EWB) to evaporator coils to match total sensible heat (TSH) and Grand Total Heat (GTH) loads. When sensible heat capacity is' insufficient, room conditions cannot be met. HEATING ESTIMATE Room Temperature (occupied) F (unoccupied) F Outdoor Temperature F Ircm:: Description Quantify X R4 Factor = $TUH/ ° F R7 R11 R13 R19 Glass Windows/doors Single Pane (gin sq ft 1.1 ........ I ..... ..... :...... y ..- -- s ft .b 1 ......... Double Pane q ••••• •'•'• ' Walls -Light. 8" It. wt. agg. concrete block or frame . L- :q ft .34715715 . 7 .06 .. Walls -Medium 4" concrete block with 4" brick facing plastered sq ft .39 115 . 1 1 .07 .06 .. Walls Heavy 8" brick plaster finish r ;? sq ft j.4 . 16 .11 .08 .07 ... Roofs -Light Preformed slab NO ceiling sq ft .22 ..... .09 ..... .06 .04 Roofs -Light Same w/suspended acoustical tile ceiling sq ft .14 ..... .07 ..... .05 .04 Roofs -Medium 4" concrete NO ceiling Same w/suspended acoustical the ceiling s q ft -(,T sq ft .56 ..... .. 11 ..... 07 .23..... .09 ..... .0 6, 05 Roofs -Medium Floors 2" concrete over vented crawl space sq ft .48 .... . 1 1 .08 .07' ..... Same over enclosed space or unheated basement sq ft .24 ..... .05 .04 .03 ..... Hardwood floor over vented crawl space sq h .33 ..... .10 .07 .06 ..... Same over enclosed stviw or unheated basement sq It .16 ..... .05 .03 .03 ..... Concrete slab on grade (perimeter) (Note 1) �� lin ft ........ ............... rP- Basement 6" Masonry wall'(perimeter) lin ft .05 ..... .... ..... .......... Infiltration (See Note 4) 1/2 air change (floor areal j 3q ft .10 ......... ............... 3/4 air change (floor areal sq ft .15 ..... .... ..... .......... 1 air change (floor area) jj ' sq ft .2U .... .... ..... ........... Sub I otal I i) Outdoor air, thru a �� Ventilation apparatus �. >~,11 c f m Unoccupied Heating Load Sub Total (11 x Unoccupied Rm. Temp -Outdoor Temp. = BTUH z .- T.D. _ ._._ ____ BTUH It Unoccupied or Sethack Tontp. is 10 F below Occupied Temp. Set Back Capacity Equals: ^^ ^T111 Occupied Heating Load Sub Tptal (2) x Occupi d Rm. Temp. -Outdoor Ter �= BTUH. x _.... -7 _ T.D:.= Z BTUH. Less Credit for I-ights 81U14. (Note 4) Occuoied Heating Capacity = /. B-rUH. Select heating equipment to have the capacity to match or exceed the occupied or unoccupied capacity; whichever is greater. Unoccupied load is based on outside air intake damper being closed. NOTES: 1. For concrete floor on ground figure lineal feet of exposed edge. 2. For pitched roof use area of ceiling. 3. Infiltration - Tight building 1/2 air change, medium building 3/4 air change, loose building 1 air change. 4. Credits can be taken only when these heat loads are dependable and available during occupied times. Page Total 1 orm 5 DOCUMENTATION FORM . ` . BUILDING LIGHTING COMPLIANCE Project Title i i Documented by , .t9 ii • Location :.-p i Date�_.�___ " Project Designer ._ ...t. i= -` Checked by._ µ Date . _ Room Room RCR Task Areas Note . Sq. Ft. No. Sq. Ft. Total Watts Allotted Design No. Sq. Ft. Appl. /Occ. Occ. /Task Sq. Ft. /Sq. Ft. Watts Watts Page Total i .. I I ^ Cri � 4ML �I C I I I - I I I I • � I Page Total References giving the specification page or drawing sheet number or manufacturer's data. must be submitted to demonstrate com pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING - Standard rating capacity' B.tu/hr IVA SYSTEM EQUIPMENT Minimum EER (COP) Reference 't ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT Heat source (check one) Direct fired (gas -oil) Indirect fired (steam -hot water) Minimum EER (COP) . Reference COMBUSTION HEATING EQUIPMENT Minimum combustion efficiency at (Oil'and gas-fired comfort maximum rated output _ t; heating equipment— Reference r 'r,• ELECTRICALLY OPERATED HEATING Minimum EER (COP) �' L HEAT PUMPS Reference4.1�ctl" Supplementary Heater Control__ . ' Reference ` ELECTRICAL RESISTANCE SPACE REFERENCE FOR FULL -LOAD ENERGY HEATING EQUIPMENT INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY'INPUTIS) AND OUTPUT(S) SPECIFICATION REFERENCE BUILDING DATA FORM _ BUILDING SERVICE WATER HEATING COMPLIANCE ; - (Refer to Chapter 4.4 of -the Energy Conservation Dasign. Manual) tRev. t 5/78f ,r Documented By PROJECT TITLE All. Location Dane - Location '"x,34 'C' Chedced:.By Proiect Designer +��/�il"'Date SERVICE WATER HEATING SYSTEM DESCRIPTION `� fish' �' . �,/', ✓�t ! % 1 IJ 76PU1117'7/, V77 i ��/' 77 Energy Source Type — Record 1 if gas, 2 if electric, 3 if oil, 4 if other ..... ..:.... ....:1 I Occupants (Use Table 1 of Appendix 1) ............... ..2 . d Sq.Ft./Occupartt. Number of Occupants in Perimeter Zone ........ Weekdays :3 ... Weekends.and Holidays 4 Number of Occupants in Core Zone ............ . Weekdeys'5 ... Weekends and Holidays 6 .Occupancy (hours of use per day). •'Weekdays 7. -M-7— hrs.- Weekends rs. Weekends and Holidays `8 HW Demand Total Number of Occupants (Line 3 + Line 5) ..............9 HW Demand Per Person, gal/day (From Table 1 of Appendix 5). 10 /' _ gal/day Total HW Demand for personal uses, gal/day (Line 9 x Line 10).11 Equipment HW Demand (attach description list) Total HW Demand for equipment requiring 140'F HW (e.g., '7 dishwashing and laundry equipment)... ................ 12 gal/day Special equipment requirements (attach description list) ...... 13 gal/dev .....14 °F ..... 15 gal/day ......16 OF Water Supply Tempet<atnre.(from local'utility) ............ 1.7 OF AT for Personal HW Demand (Avg. 1100F — Line 17) ....... 18 OF AT for Equipment HW Demand (140°F — Line 17).... • ... • 19 OF Personal Hot Water Usage, days per year ................ 20 ' days/yr. Equipment Hot Water Usage, days per year ............... 21 _ days/yr. PERSONAL HOT WATER USAGE (at 110° F) 8.34 x Total HW Demand (Line 11) x Days of Use Per Year (Line 20) '7 xp T (Line 18) = Annual Energy Consumption .......... 22 Btu tions on an attached sheet. f J Total Building Annual .Energy Use for Hot Wafer (Line 22 + Line 23 + Line 24) ...... .................. 25 .Btu SOLAR WATER HEATING CREDIT (See Form 9, Line 86) :A t �. 26 f V Btu ? AUTOMATIC STORAGE 'WATER HEATERS ,i Size: height in feet ............................... 2.7 ft. diameter in feet ............................ 28 h. 'i volume in gallons ........................... 29 gal. ' Energy Storage Type — Record: 1 if gas, 2 if electric, 3 if oil, 4 if other .......... ................... 30 ' Record Test Methods Used ........... ..... .......,1 A� (a) for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) (b) for ANSI C 72.1-72, Section 4.3.1 (elec.) r (c) for other (list below) 'A For 'Electric r ... . Total surface area'of the storage tank ...• ....... 32 - h2 -' • Total watt-ho4rs used over the test period ....: '.........-'. 33 watt/hrs. y�. Duration of test period (in hours). .................'... 34 hours ; x Standby heat loss performance, Sp ... . 35 watts%ft2 Maximum allowable Sp.. ........ .............. 36 watts/h2, s Line 35 must a less than line 36 f : s compliance, ,' •' • _ .: 1. .. .. .. _. ,. �. �, -.. � ... '5k i— �l��hY �� ��Fj��� �'� h•i t �Y'�."S ti 4.. b'!fF �.., S� A ' - - ` k •;�'� Irs liJP i 6.. ��'* �r`4 7A jY,�ato. F S,1i �.i ..+•' }'� iT*.,k � • x :r a, 3 + ; lr �, � .. roK } `c'� .�' , f;,•e J x" Y.y`Sl.. x s �1:7'r ! S. � S ;.R .. 7.,. ` - 'EQUIPMENT HOT WATER ' USAGE (at 140° F) _ i.` • , •� +, 8.34 x Total HW.Demand (Line 12) x Days of Use per year (Line 21)."" •."'' x,&T (Line, 19) = Annual Energy Consumption: 23, Btu SPECIAL.USAGE (other service temperatures) ti4Y' ' ` Annual Energy Use for Special Applications ...... .......24' � Btu For HW uses requiring water temperatures other than 105° F- �'•. 115° F or 1400F, determine the appropriate AT and HW - 'i demand and calculate the annual energy -•use in. the same manner as shown above. Refer to Table 18 of. Appendix ` 2. Document the special uses and corresponding calcula- .-A tions on an attached sheet. f J Total Building Annual .Energy Use for Hot Wafer (Line 22 + Line 23 + Line 24) ...... .................. 25 .Btu SOLAR WATER HEATING CREDIT (See Form 9, Line 86) :A t �. 26 f V Btu ? AUTOMATIC STORAGE 'WATER HEATERS ,i Size: height in feet ............................... 2.7 ft. diameter in feet ............................ 28 h. 'i volume in gallons ........................... 29 gal. ' Energy Storage Type — Record: 1 if gas, 2 if electric, 3 if oil, 4 if other .......... ................... 30 ' Record Test Methods Used ........... ..... .......,1 A� (a) for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) (b) for ANSI C 72.1-72, Section 4.3.1 (elec.) r (c) for other (list below) 'A For 'Electric r ... . Total surface area'of the storage tank ...• ....... 32 - h2 -' • Total watt-ho4rs used over the test period ....: '.........-'. 33 watt/hrs. y�. Duration of test period (in hours). .................'... 34 hours ; x Standby heat loss performance, Sp ... . 35 watts%ft2 Maximum allowable Sp.. ........ .............. 36 watts/h2, s Line 35 must a less than line 36 f : s compliance, ,' •' • _ .: 1. .. .. .. _. ,. �. �, -.. � ... _ x3�f Form T- Ipal AUTOMATIC STORAGE WATER HEATERS (Continued) For Gas or Oil Fired Total gas or oil consumed as. metered, (0) in cu. ft. or gals., respectively. ........:...... . 37 cu.ft, or gals.. _ Gas Meter Correction Factor.(CF) (CF = 1.0 for oil .fired+ heaters) ....... 38 Heating Value of Gas or Oil (H) at Standard• Conditions in .... 39 Btu/cu. ft. Btu/cu. ft. or Btu/gallon respectively ................... 40 Btu/gal. Duration of Test Period, Hours (t) ..................... 41 hours Volume of Storage Water in Gallons (V) • .. ............ 42 gallons Weight of Storage Water in Pounds (W) ................. 43 - � pounds Average Temperature of the Stored Water (T2) ....... :..... 44 OF Average Room Temperature ......................... 45 °F Actual Standby Heat Loss Percentage (S)................ 46 % Allowable Standby Loss Percentage (Smax) • • • • .. • • • • • • • •. 47 Line46 must be less than Li 47 for complia Total Weight of Water Drained from the Tank (Wd) ........ 48 _T lbs. Average Temperature of the Inlet Water (T1) ............. 49 {' °F Recovery Efficiency of Heater (Ed.... ... ............50 f % Minimum recovery efficiency ........................ 51 % Line must be greater than Li 51 for complian a Combination Service Water/Space Heating Boilers Probable Maximum Demand for Service Hot Water (pmd)..... 52 gal/hr. Fraction of the Year when the Outdoor-Daily Mean Temperature is More than 64.9°F (days/365)............ 53 (fraction). Total Energy Delivered to the Combination Boiler to Maintain the Stored Water Temperature at 90° F above Ambient Room Temperature During the Test Period (S) .... 54 Btu/hr. Total Allowable Standby Heat Loss of a Combination Service/Space Heating Boiler (Smax) • • • • • • • • • • • • • • • • • 55 Btu/hr. Line 54 st be less than dine' 5 for Complian The actual overall thermal' resistance (R) of the tank and its insulation (See Figure 4,4.9) ..................... 56 The minimum overall thermal resistance (Rmin) of the tank and its insulation .......... .......... 57 Line 56ust be greater than UneeX57 for compliancb ' F DOCUMENTATION FORM. 5 4 DOCUMENTATION OF MANDATORY STANDARDS. - c FOR ENERGY BUDGET COMPLIANCE ++ i Attach for reference manufacturers data or give specification section or drawing number which shows".ib detaibthe compliance with the -following standards (show N/A when not applicable). 1. T20 -1495(c) Air Leakage Requirement, Window Reference :4 2. T20 -1495(d) Air Leakage. Requirem ent, Doors Reference • 3..` T20.1495(e) Caulking and Sealing Reference I x =' 4. T20 -1495(g)• Elevator Shaft Vents "Reference J ' ' 5 T20 -1503(a) Temperature Control. Reference t R 6 T20 -1503(b) Zoning for Temperature ControlReference ' + '' 7. T20 -1503(c) Control Setback and Shutoff Reference a" ' ,- 8. _ T20-1505 Mechanical and Gravity Ventilation Reference 9. T20-1507 Piping Pim Insulation Reference. ' s ..1 �• 10. 7.20.1508 >. Air Handling Duct System Insulation Reference ' 11. T20.1509 Duct Construction Reference F 12. T20 1521(a) Water Heaters, Storage Tanks, Boilers , s and Piping - Performance Efficiency Reference T ` ' 13. T20 -1521(b) Combination Service Water Heating/ t" Space Heating Boilers . Reference `r 14. T20-1521 (c) Temperature Controls' ' - Reference y 15. T20-1523 Pump Operation ReferencE P 16. T20-1.530'' Electric Distribution Systems Reference .' 17. T20 -1541(b). Lighting Standards Reference .•,:�%?`+�� , BROGUNIER ENGINEERING - cHico. CALIFORNIA , 'PROJECT: , SHEET NO. PORTION ;DATE: I Y �+ 4 e EIROGUNIER -ENGINEERING -��- ' CHICO, CALIFORNIA f PROJECT: J!r D Y 2 d CG r! c . • % /� -- U� , << SHEET NO. Z Psi - PORTION: ^` . �> , ? �_ w• DATE: - 2 6 • }f _ � 'JOB NO: Cr - •. cSJ 79 - t : i , , _ + BY C w 8 •`j�a n' /.' / �. 1 �a S v�v�or�� �2 OU rS i x 41 ti 2/ o A/ `je 2.5 it- 576 G. -,m* O's G ;. �.. , �� y. �• 2yz /mow %ice G3,,t,L. ro y t' S -'!i fC P, v i �.L.`� �- to Z' 3. d iE W"441` ' �• BROGUNIER ENGINEERING - CHICO, CALIFORNIA —PROJECT. k / Z O C c NC. . ."7-/L- / 1/ �lD46 f/ � x. .♦ 3,os6 s SHEET NO. l 'PORTION• .' .I /O Sp%�• /err-- C..' ® - �,�C3p� DATE: !`I -- :Z x 5V2 Z 1_ y5 oath , /i }= . 43 kl> 400 BY A1,6 n 1 ! (O 1 t . �' � 0r 6 I . .., ., �/2 tea• _ � 2oa., . Upyl W"441` ' �• s 4V _ ; As� e � c,,o Ho r� j�`YIo 3 /fix 23/.S'= / 1/ �lD46 f/ •yoo�'. 3,os6 s - . O), �,8 7,v .I /O Sp%�• /err-- C..' ® - �,�C3p� Lala/. x 5V2 Z 1_ y5 oath , /i }= . 43 kl> 400 t . �' � 2 �!,•�JZS �" 360.. !�J` �� i' 6 I • �• W"441` ' �• s 4V _ ; As� e � c,,o Ho r� j�`YIo 3 /fix 23/.S'= / 1/ �lD46 f/ - . O), �,8 7,v x 5V2 Z 1_ y5 oath , /i }= . 43 kl> 400 SAl ,�• I Y r � L.•v a ,c� • �• • BROGUNIER.ENGINEERING - cHICO, CALIFORNIA `PROJECT: SHEET NO. y J` a' k' lZo'' Co r c• M' 14 Up ` PORTION:' • - DATE: Z JOB NO.' s 5 �. BY r _ '2 o cwt '�r �� � >+ �.. S {? A • N . • V E. 2 T 1 c A L 14 4erl /.17 11 C_o►,� 4-0' eIa< yr !h , o "z ei o 'L_S'7 7-5 `L t, W w t. ''. _ �•:S -- '�.� � • cso ° �� _ :.� . � � � is / � M44 k& - ' .• _ � "�..:•o do a �, , �'�. Vic, i Z - / . BROGUNIER _ENGINEERING — CHICO; CALIFORNIA Y PROJECT: SHEET NO. . PORTION: .O x •' i Z O' ►'e+G �: O �'- DATE: °� Z %a - JOB NO. BY , 5 "1 h�+9s. o a C, YAG i, is .. -7 Z_ S-0 yLIS G&A z 2-00 2, S J. ►1 lC 2 •e z.. '� 6 fi s o"` 3° Z. ------------------- n BROGUNIER ENGINEERING - CHICO, CALIFORNIA I PROJECT: t SHEET NO. PORTION: � *• . - _ „ .. DATE: JOB NO. S5 71 - By . Z'' X 2- py.Z p,Salo* + 1,10 Q a c t' Z Li . '�• d -1 .. . ` _ " - '... - " . r9 Y � l Q,� Y�,r�.�e Care . . - .. - � �.Q� � • ,. .• r,+ .� •��`'+ Ri � G X71. T In BROGUNIER, ENGINEERING - CHIGO, CALIFORNIA PROJECTt . SHEET NO. '7 ' nc,',. `�i/t ✓ j PORTION DATE: JOB NO + " f3Y } ,•: z _ ., � _ - ;x" � � t;G X 'Z3 �- tit-,,' !�'7 o L �`�.�..n..�,,,.,+,ry„�+�/,w."''s•'"M"T A -1rr.•+.�.µ�.:,,w_...cw-.•.r�� 4 • "I a O.' a 00 0-1 40, • r /� Lr • r4 _. • Z�` lr� y. w' ?�i/ /iI' Y �,,,', IC 's' .�� 1 .�. I ../ ap w In LAND' OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILL•E, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (Bill) CHEFF Deputy Director Feb. 999 1982 (W1are/showrm & stor/off) Clar@nge V. Wood RE: Building Permit No. 5906-79 And 5736-78 Rt, 4 Box 529 W Expired 7L A 6ZEE= A 1 n/9449 CIxicov CA 95926 (A.P. No. 44 -62 -PA ) With reference to the above subject, our records indicate that your Building Permit wkkk-:expiredon the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you haverany question concerning this matter, please contact the Chico office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. JFG:ds cc: Building Inspector, Chico Enclosures: Permit Application Owner -Builder Information Owner -Builder Verification Chico - 196 Memorial Way - 891-2751 Yours very truly, Clay Castleberry Director of Public Works .F. Glander / Chief Building Inspector Paradise - 747 Elliott Rd - 872-2961, Ext. 57 .. .-.—.� ,.....t ..... y. ., ..- �... s+w - _-. `•'�+ .n. ee.�vXy`:.1y.5�H•rrv:_/.� .. � �ar.4ss rdq.ts+iiM}?+N^..w-•. . asp F r _ - •' .. "� a .A•~ _ y e • e Y _ - •' .. "� a .A•~ _ y e • e COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive - Oroville.California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER G, _ -:/0 — /,/9 ZONING BUILDING PE MIT OWNER C- V . I "ate3 ) t , r. . (1)""i TELEPHONE ''y.t /7(, ,� S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS + CONTRACTOR'S NAME / 1�p .V - .t r", , V, . L . „r TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER Z UNKNOWN Total Valuation Is FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER /V1: LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 r 4�.,, ,. �. - ��•� ,Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other �,' �< - I� Ic SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel R Utilities ❑ Installation❑ Other ❑ Describe work: :;;nma, } 2 i 14- w.., Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 OR Main service 10000 AMP ORSLESS 10.00 lr;,1... Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty p i y (check One): of perjury I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. C Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OC C UP. , OR ADDNS. ( ACC, BLDGS. 2/2¢sgft NEW CONSTR. MULTI -OUTLET 2.50 ea NON•RESID BRANCH CIR ITS (POWER APPARATUS e' SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eA 090 FIXED APPLNS. Ex. OCCUp. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. %� Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TYPE FLOOD PARCEL PD ND ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date-D.r.W.. rReceipt No. - r; � YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ,�. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE [ I� w 1 n i\ �..t; v p c� �f G a✓ OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. �G rig 11— /AJ+-rLA. A-4-Q�— . Inspector .� - Date (Z -31— zs5 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Californ4e.95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N'l6 ASSESSOR PARCEL NUMBER L��: _Ay ZONING BUILDING PERMIT OWN C - U , v a (� TELEPHONE .�- /767 SQ. FT. OCC. BUILDING VALUATION OWN R'S MAILING ADDRESS .. �363( CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS -T Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER' MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER - LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Nom+ ll '� Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. I.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE F� SF ❑ Duplex❑ Mobilehome❑ Other Qwc.. 0olc:­ -� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: fY1c9-�e� P��� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000 AMP V OR LESS 10.00 ,45o Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare riderpenalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode d my license is in full f rte a effect. /� License No. y Classification �� / License ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& ( �20sq ft ADDNS. ACC. BLOGS. ,der NEW CONSTR. ULT"OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS (POWER APPARATUS eI SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050c 1.20050c Ex. OCCUp. OUTLETS (RESID ) FIXED APPLN REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ a,�p Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or' a Certificate Consent to Self -Insure. hall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte toer upon the above-mentioned property for inspection purposes. 1 also gree to save, indemnify and keep harmless the County of Butte against all li bilit' s, j gments, costs, and expen which may in any y accrue agai s sd C my i o equen a of the nting of this permit. X Date 3? Signatu Of pliconr — Owner Contractor ❑ Agent ❑ An OS A p rmit is required For excavations over 5'0" deep and demolition or construct- strutures ovler 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPEJ FLOOD PARCEL PD NO ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which %/ DITD F PUBLIC By - PERMIT EXPIRES Date �� -�� the applicable provi- resolutions to do fees have been paid. WORKS Date 1.2/., ' �'rE-D.P.W., r -6 LIO,en,Ccf eipt No:Y •� o W YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT EN N BUTTE COUNTY r- 8UILDINO DIVISION 6 APPROVED �D all to ..� CON c" L4 CD �• O OL IA r1 48'-0" FACE - 41-011 5 SPACES AT 8'-0" 40'-0" HANDRAIL REAR MAINTENANCE PLATFORM 1 1 IN THIS DESIGN IS ADEQUATE � TO SUIT THE INDIVIDWAL FOR ALL PARTIAL �'",� ELE V,4T I ON LOCATION,THIS srr�uc;ru� j MAY ORDERED WITfH THE COLUMN ORIENTED TOWIARpS EITHER END OF FRONT � MAINTENAI P ATFOR N STRINGEF _ REAR LADDER x 1 1/-ill`11 �1`U�il`1V� PLATFORM TORSION I•-L14�.L. COLUMN PIPE ZE (35 kel) FOOTING SIZE ROUND CUSS FOR 5B - CU5E POR 1� WILD DIA. DEPTH (L) (W) DEPTH (L) (W) hEPrtN x 315 4'-0" i8'-6" 8'-0° 5'-0" 12'-0" 8'-0" 8'-0" 360 x 315 4-011 1Q'-6" 8'-0" 5'-0" 12'-0" . 8'-0" 15'-011 36� x 20'-0" 8'-0" 5'-0" 12'-0" 8'-0" 20'-0" 360 x .406 4'-0" 21'-0" '-0" " 12'-0n 25'-0" 360 x.438 4'-0" 21'-6" q'-0" 5'-0" 12'-0" .8'-0" 8'-0" 12' -tan 30'-0" 36� x .461"l 4'-0" 22'-0" 10'-0" 5'-0" 12'-0" 8'-0" 8'-0" 12'-6" 35'-0" 36o x BOO 4'-0" 23'-0" 10'-0" 5'-0" 12'-0" 8'-0" 8' 360 x .562 4'-0" 23'-6" 10'-6" 5'-3" 13'-0" S'-0" 8'-0" 13'-011 45'-0" 360 x B62 4'-0" 24'-6" 10'-6" 5'-3" I3'-6" 8'-0" 8'-0" 13'-6" 360 x X625 4'-0" 25'-6" 10'-6" 5'-3" 8'-0" 14'-0" 55'-0" 400 x .562 5'-0" 23'-0n 11'-0" 5'-6" 13'-6" 8'-011 8'-0" 14'-6" 60'-0" 400 x .562 5'-0" 24'-0" 11'-0" .5'- ro" 14'-0" 8'-0" 8'-0" 15'-0" 65'-0" 400 x .625 5'-Ou 24'76" 11'-0" 5'-6" 14'-6" 8'-0" 8'-0" 15'-6" 400 x .625 5'-0" 25'-0" 11'-0" 5'-6" 15'-01, 8'-0" V-01, 15'-0" 400 x 1088 5'-0" 26'-0" 11'-0" 5'-6" 15'-6>" 8'-0" 8'-0" 16'-6" 80'-0" 400 x .688 5'-0" 26'-6" 11'•0" 5'-6" 16'-0" 8'-0" 8'-0" 16'-6° 85'-0" 400 x .150 5'-0" 21'-0" 11' 0" 5'-6p 16'-(0�" 8'-0n 8'-V CIO' -0" 400 x.815 5'-0" 21'40' 11'-0n 5'40" 11'-" 8'-0" 8'-0" 1'1'-(0" ✓'-0" 40-0 x.8'15 5'-0" 28'-0" 5 1'i'-6'" 8'-0" 100'- 400 X.8-15 5'-0" 2�f'-0" 11'-0" 5'-6" ' 18'-ry 8'-0" ovo-acv-g11a tox t3Ut5-5ZZ-9490 v:✓v.�—vv .•� � Vt' L . ALTEfRNATE CU5E. FOOTING DEVIL THIS DESIGN 16 ADEQUATE FOR ALL PARTIAL FLAG CONDITIONS, FRONT MAINTENAt PLATFOR STRINGEF REAP, LADDER FTC.$. 01 (kR TABLE) ELEVATION THIS PRINT IS THE PROPERTY OF -METAL -WELD, SPECIALTIES, INC. IT HAS, SEEN PROVIDED FOR Przf;4*IIT PURPOSE ONLY. PROFESSIONAL SEAL VALID ONLY, WHEN FABRICATED 5Y METAL -WELD SPECIALTIES, INC. ANY OTHER USE, OR REPRODUCTION 16 FDROHIE31TED WITHOUT WRITTEN CONSENT FROM METAL -WELD 'SPECIALTIES, INC. TO SUIT THE INDIVIIDUAL LOCATION, THIS STf;aUCTUF;M MAY -15E ORDERED MITH THE COLUMN ORIENTED TOWARDS EITHER END OF "V" LADDER TORSION HA�G.L, COLUMN PIPE SIZE (35 kst) 'FOOTING SIZE POUND CU5E FOR 5/5 CU5E FOR V_5UIL0 DIA. I DEPTH 4S.-O"F1' CE DEPTH, (L) (w) DEPTH 51-011 B&O x 315 41-0" 5 SPACES AT 8'-0* 40'-0" 4 8' -0 V-0" 12'-0" al -o" 8' —0" REAR 10-0 364, x 315 HANDRAIL REAR -0" 12"-0* LADDER 117-0w MAiNTEN,,ANcE 360 x 515 4'-0", 201-01 81m0" 5l-0" 171-0" at -on PLATFORM ill-rou'. 201-0" 360 x AOro 4'w0" 211-011 8'-0" 5'-0" 121'-0" 8'-0" S' -O" 12'-0n 251-011 360 x A38 4'-0" 21'-6" CI' -0" 51-0v 12"-0u 0-0" 13'-0" 12'-0l STRINGER 360 x.4roq 4'-0" 22'-0" 101-0" 51-0" 121-0" 8'-0" $'-0" 12'-6u 35'-0" 360 x .500, PANEL 23'-0" 10'-0" 5'-0" 12'-0" V -O" 8 12'-6" 40'-0" 360 x B62 4' -0" 23'-&" 10' -6" 5'-3" 13'-0" 8'-0" 8'-0" 131-011 45'-0" 360 x B62 IL 24'-6u 101-6u 51-31 131-60 8'-0, 8'-0" 13 1 '4" 50'-0" 36-0 x /625 4'-0" 25'-6u I Of- ro 5'-3"' 14 I -on at -on W -O" 14'-0u 55'-0" 400 x B62 5'-0" 23'-0n 11'-0" 5'460 131-611 8'-0" 81-0" 141-6u 400 x B62 5'-0" 24'-0" II'wO" 51-6" 141-0" t REAR 8'-0" 15'-0" 65'-0" 400 x .625 VwO" 24'-6" II' -On 51-6ll, 14'-6" 8'-0" V-01, W -roll I MA MAINTENANCE I UPRIGHT V—STRINGER 5'-6" I REAR V-011 irol-v 151-0n 400 x IoSa 5'-0" 26l -O" Ill -OR PLATFORM i iTYP. All 8,-0" Iro'-ro" I I z0 LADDER' 5'-0" 26'-6" 111-0n 161-0" &I -On 81-0" 1614011 85'-0" 400 x .7150 5'-0u 21'-0" 11'-0" 51-6N W-011 81-0" CIO 1.011 400 x B115 5'-0" 21'-6' 111-0" 5'-6" 11'-0" 81-011 81-0" III -6n cro #-ON 400 x B15 5'-0" 28'-0" 11'-0" 51401 11'-6" 8'-0" 61-00 lal-o" 100'-0" 400 x .815 51-0" 2cil-0ll -on 51-6u lal-b" &-on 81-0" 18 '-6" IWI pp 1_j V I CROSSOVER—/ ALTEfRNATE CU5E. FOOTING DEVIL THIS DESIGN 16 ADEQUATE FOR ALL PARTIAL FLAG CONDITIONS, FRONT MAINTENAt PLATFOR STRINGEF REAP, LADDER FTC.$. 01 (kR TABLE) ELEVATION THIS PRINT IS THE PROPERTY OF -METAL -WELD, SPECIALTIES, INC. IT HAS, SEEN PROVIDED FOR Przf;4*IIT PURPOSE ONLY. PROFESSIONAL SEAL VALID ONLY, WHEN FABRICATED 5Y METAL -WELD SPECIALTIES, INC. ANY OTHER USE, OR REPRODUCTION 16 FDROHIE31TED WITHOUT WRITTEN CONSENT FROM METAL -WELD 'SPECIALTIES, INC. TO SUIT THE INDIVIIDUAL LOCATION, THIS STf;aUCTUF;M MAY -15E ORDERED MITH THE COLUMN ORIENTED TOWARDS EITHER END OF "V" LADDER TORSION HA�G.L, COLUMN PIPE SIZE (35 kst) 'FOOTING SIZE POUND CU5E FOR 5/5 CU5E FOR V_5UIL0 DIA. I DEPTH (w) DEPTH, (L) (w) DEPTH 51-011 B&O x 315 4'-0" 181-b" 8' -0 V-0" 12'-0" al -o" 8' —0" Ill—On. 10-0 364, x 315 41 00 -0" 12"-0* 8'-0" 117-0w 360 x 515 4'-0", 201-01 81m0" 5l-0" 171-0" at -on 81-00 ill-rou'. 201-0" 360 x AOro 4'w0" 211-011 8'-0" 5'-0" 121'-0" 8'-0" S' -O" 12'-0n 251-011 360 x A38 4'-0" 21'-6" CI' -0" 51-0v 12"-0u 0-0" 13'-0" 12'-0l 30'-0" 360 x.4roq 4'-0" 22'-0" 101-0" 51-0" 121-0" 8'-0" $'-0" 12'-6u 35'-0" 360 x .500, 4'-0" 23'-0" 10'-0" 5'-0" 12'-0" V -O" 8 12'-6" 40'-0" 360 x B62 4' -0" 23'-&" 10' -6" 5'-3" 13'-0" 8'-0" 8'-0" 131-011 45'-0" 360 x B62 4-0" 24'-6u 101-6u 51-31 131-60 8'-0, 8'-0" 13 1 '4" 50'-0" 36-0 x /625 4'-0" 25'-6u I Of- ro 5'-3"' 14 I -on at -on W -O" 14'-0u 55'-0" 400 x B62 5'-0" 23'-0n 11'-0" 5'460 131-611 8'-0" 81-0" 141-6u 400 x B62 5'-0" 24'-0" II'wO" 51-6" 141-0" 8,-0" 8'-0" 15'-0" 65'-0" 400 x .625 VwO" 24'-6" II' -On 51-6ll, 14'-6" 8'-0" V-01, W -roll 400 x .625 5'-0" 25'-0u 11'-0" 5'-6" 15p,-0" al -ow V-011 irol-v 151-0n 400 x IoSa 5'-0" 26l -O" Ill -OR 5,40" 15P '40, al -011 8,-0" Iro'-ro" 400 x 1690 5'-0" 26'-6" 111-0n 161-0" &I -On 81-0" 1614011 85'-0" 400 x .7150 5'-0u 21'-0" 11'-0" 51-6N W-011 81-0" CIO 1.011 400 x B115 5'-0" 21'-6' 111-0" 5'-6" 11'-0" 81-011 81-0" III -6n cro #-ON 400 x B15 5'-0" 28'-0" 11'-0" 51401 11'-6" 8'-0" 61-00 lal-o" 100'-0" 400 x .815 51-0" 2cil-0ll -on 51-6u lal-b" &-on 81-0" 18 '-6" ___4