Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
006-400-051
:cam x; '' =," �� •, :. �" -;z-��,'r'�`�" n n,° -i 4..�t t C Wood - ence '•' I16�/1 cob co, r• "� !. SE d.of Three Sevens In.;app.2/10 mi. E.of planade, app.300'S.of Garner F Lane, co contr : No h Valley Ready Mix, Chico rya! w ! P +' } t Permit #423 1B,P,E,M(new office & N` r7 , w{� u� shop) 44 Contr: rth Valley Ready Mix, Chico F Per F3550-82B(lst renewal/4233-81) - i Ila,, >- 0-400-051 99-1636 06 ry WOOD, Clarence {x+. `t 9 Three Seven Lanes, Chico V, ; t,., 1 t •r ! F i,k >. ,. F r t. Contr: Barker Electric ! t 1 , New 100 amp 3-phase t �i Y i a 4 .;. 04-0053 006-400-051 Y� t, STOTT OUTDOOR, THREE SEVENS LN, CHICO *t,, I1 Cont- OWNER e :. I it 1 4' . ,•C !' t R. wtt a a k 1 ,� .�i l r 1 _ •P 1 PERMIT N0. •—�'E,M PERMIT EXPIRES —117AQ r - ' OWNER Clarence Wood CONTR. North Valley Ready Mix., Chico ASSESSOR PARCEL 44-02-82 SE/end of Three Sevens Ln.,app.2/10 a b LOCATION E.of Es.p1anade,'app.300'S.of Garber Lane, Chico- i +` Temp. Power Pole `{ Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service 101 t Called PG&E JOB FINALED (Date) 4" �.. ! Signature-,, _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY f This building has been constructed and completed in accordance with the requirements of the Uniform Building:Code under permit number 4233-81 for the following: Use Classification Office & Shop Address or Location SE/S end Three Sevens Ln., Chico Group B-2 occupancy; Type V -N construction. It is hereby certified for the occupancy described above and may be occupied. Directo�ofubli or s Date 7-3-85 ``% By-' POST IN A CONSPICUOUS PLACE J°F.. Glandes (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This. Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. Chaner Permit No.� f ENERGY CERT IF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material BrandiName Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material — // Brand Name Thickness(inches) Thermal Resistance(R Value) CEILING Batt or Blanket Type (Brand Name Thickness(inches) j Thermal Resistance(R Value) Loose Fill Type i Brand Name Minimum Thickness(Inches) Number of Bags Wt. per bag lb. Area covered(ft.2) Thermal Resistance(R Value) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches)- Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that-the.above insulation was installed in the above building in conformance with—the State of California Energy Requirements. FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation.and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. STATE CONTRACTOR'S LICENSE NO. .5 D TE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 V - OK O Not OK =.Not Applicable MOBILEHOMES = Not Ready ` t MISCELLANEOUS, - Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTti, Q -TC. (Plans) t.. .rcept n 1. Zoning Requirements -Setbacks -Easements +_ 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors T 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Conriec.-Shthg.-Rig.-F3.icing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L" ft./ /"LPG 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enc:(.5-!es 6. Carports; Windows -Doors a -- - 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's Card -BI Date _ Date Card -BI Date D POOLS (Plans) OK except N's 1. ; Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements " 2.• Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 -to Grade -HD Approval 8. Gas and Electricity Tagged 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch - 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test t Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date I f J OK 0 = Noro1Z ' - = Not Applicable RESIDENTIXL (Single and Duplex) * = Not Ready Date UNDERFLOOR Plans OK exce t#'s Jam/ Z�� Date FRAMING Continued 2_-3/ oning requirements-Selb�cs-E ements Wig., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth . Property Line Firewall & Openings 49'.Ext. Doors -One 3' -Check Garage -3rd story, 2 exits EY-Ft+�4era�®Soi.Ls-3teal / �" Ftg,-Beeth - tion - e - _ - a ter Outriggers - Stec+xre�ls, Moiw� StGeF�BlocYouFs-Wr -S S2 --S' ng-NaWing-*efteer---, - - - Screed-Fdn. Vents-Underf . - Piers-Fkep�eee�Flg.-Steel $,r.—Glazing Area -Glass Protection -Skylights -Plastic FLU_FiWags-T -Sewer Testhear Walls; Nailing -Bolts ljf,4,? • ater Pipe; t Electri nce- AM, ldl-$Upport�h"h Card-BI tem 4 - BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date _ -,g'Z, Card -BI Date Date FINAL Plans) OK except p's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's Ext. Steps -Door & Sidelight Protection -Landings �4. cess -Combustion Air Furnace; Vents -Clearance -Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 1t�r.Water Pipe; Test & Anchors -Nail Protection 59. Bedraom-E-RiTi-n-g- 1•F� Tiih G- ^-� cn - 0 Te pec. Trim & Subpanel; Breaker Sizes -Labels fit• Stairc R R�w-� OC—Elec. Outlets at Wood Panel; Int. & Ext. Card -BI / ate-�-$�!�,Card-BI Date ' Gap -Cooking Clearance Card -BI Date Card -BI Date Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's Landing -Closer ge- am er Fixture &Transformer Clearance -Ins. Protection - arance- o r-Connector-P.R.V.- In rage; Above Floor-Mech. Protection 21�Tec. Receptacles Spacing -Lights & Switches at Doors Plb., Elec. &Mech. Equip. Listed for Location Size Boxes & No. of Conductors -Stapled ' .I.)-Romex Protec. Romex Installed Close to Edge of Studs & C.J. I-r—Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water . Ins ion-Feanr-Looked in Attic- f3—y ---- - ost Caps 25 2 AvP*aMT-CTl7UlT§M Kitchen & Conductor Size 7 Fon._ Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.: Drive 94-YEFT [-)No; Walks ❑ Yes Q#a; Planters ❑Yes [41o- -Zb. Subteeclire ize / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 2 . ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes ❑No 28.- ors & Ground -Main Disconnect a Panels-Motors-Mech. Equip. - nis Vq---A-.C._Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet —t -Shower Light 7*--V€n-FsAbove Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. lectrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground L= Card B-1 DateK Card -BI Date entilation throughout House Card B-1 Date Card -BI Date ass Protection Date MECHANICAL (Permit) OK except N's _ o ious Inspections Gas -Electric C. Ducts; Insulation & Support ater & Sewer Connected -C/O to Grade -HD Approval 32!4ent Fan; Exhaust above Insulation ergy Compliance Certificate -Other Certificates 15V DOME 36-1Uttic Access & Platform if Furnace in Attic Card -BI �'LTte2.=y=6 Card -BI Date Card -BI Date Card -BI Date Card -BI ate — - C dl Date Card -BI and -BI Date Card -BI Date Card -BI Date Date FRAMIN2 Plans) OK except p's Com is at Final: ills; Proper Material & Anchors 'n _ _ _Walls; Studs -Nailing, Spacing & Bracing -Plates_ -Sound 3$ Bearing Walls over Girders & Floor Nailin_g 3 raft Stop in Walls (rat proof) Aq la cow, dl ,v A/ J SCJ c, _ 4B---F'ire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing _ - ----- - - -- tors - -- -- - ----- - 43 —Ging. Joist-Rftr. Ties-Purlin-Root Trac.-Truss-Shthng. R_fnq. --- -- ---- t r -8 Z �� `r �S � _ _ �K4V 4JrzZ4' . -0- vp (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE - DEP4TMENT OF PUBLIC WORKS PERMIT NO. •. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 A --3! ` APPLICATION AND PERMIT / AS9ZSSOR R.ARCEL NUMBER _ Z — 2 ZONING _ BUILDING PERMIT OWNER - { TELEPHONE SO. FT. OCC. BUILDING VALUATION d OWNER'S MAILING ADDRESS SOoD D o O C N RACTOR'S N ME TELEPHONE CO RACTOR'S MAIL NG DDRESS clAr,I Fireplace I O NSTRUC TI N LEND U KNOWN CC Total Valuation N D Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ � 16 A HITEC OR NGINEER LICENSE NO. Plan Checking Fee $ 6 Penalty $ ARCHITECT OR GINEER'S MA G ADDRESS 3 s Permit fee $ BUILDINCy-, DDRESS PLUMBING PERMIT Filin Fee 10.00 9 Each Trap 2.00 Repair drainage or vent piping 5.00 C Water piping LOT N SUBDIVISION NAME PARCEL MAP �- 7 / Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other D SPECIFY Building sewer J—, Q Lawn sprinkler system 5.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor&a/ ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2:50 NEW CONST. (DWELLING OCCUP.y) OR ADDNS. ACC, BLDGS. 20 sq ft CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (Check one): []I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full rce and effect. �/'9-7 License No. I [ C Classification F1 1, 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 CONSTR U TI.OUTLET 2,50 ea NON.RES'D BRA CH CIRC TS 0, NEW CONSTR POWER APPARATUS 6 NON-RESID. SINGLE OUTLET CIA, 0 SO � 2sc Ex. Occup OUTLETS oA FIXTURES BALP1 Ex. OCCU /FIXED APPLNS. OR P•\OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring _rC14 zolvt'l7.50 Permit. Fee $ 7 , _51) Co Ila )! MECHANICAL P RMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �rhave 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 shal I be deemed revoked. Heating At? --At— 6,00 Cooling 7 2rlolcl 6_100 Hood 3.00 Ventilation J ,� permit Fee $ p Contractor �C 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 againZId County in conseq encc�e of the gran ng of this permit. Q ate/l%� �� L' / Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in/height. Mobile Home Installation F $ r� TOTAL PERMIT FEE $ J occUP, GROUP $_ - TYPE OI- CONST. _F PARCEL D ND Is This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIE OF PUBLIC By By PE T XPIRES Date the applicable to do resolutions to do fees have been paid. WORKS � _ Date/Z%J Receipt No. WHITE-D.P.W., YELLOW -ASSESS R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS' 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ��7 ASSESSOP71RCEL NUMBER ✓ ZONING BUILDING PERMIT OWNER cze'—wirIve I -- TELEPHONE SQ.FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CON RACT PR -SME T _LE PH0NE lis- d O T CTO AI IN ADDRESS 1&) Fireplace CONSTRUCTION L:ENDr=R UNKNOWN Total Valuation' $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ o O AR ITE CT OR ENGINEER /fo-f dgzzy LICENSE NO. Plan Checking Fee $ Penalty $ ARCHIT CT OR ENGINE R'S (LING ADDRESS s Permit fee $ d BUILD ADDRESS r� f'O G j PLUMBING PERMIT Filing Fee 10.00 /AlGC�� Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other�r,r SPECIFr Building sewer 5.00 Mobile Home I STGFWI 110.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑Q Inst lation ❑ Other Describe work:��/C Fi✓�6�� Zd/" �.,� �.? �s�— �/ _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.& OR ADDNS. C ACC• BLDGS. I 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): PT -1 am licensed under provisions of Chapt. 9, Div. 3 of the Business my and Profess* o s Code and license is in fu orce and effect. y TT License No. Q [ T I Y 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 CONSTR( ULT LOUT LET 2.50 ea NON.I ESI. `BRANCH CIRC ITS NEW CONSTR / POWER APPARATUS &') NON.RESID. \SINGLE OUTLET CIR. Ex. OccuP(o 20950* OR FIXTURES DAL0300 XED FIXED A PPLNS, OR \ EX. Occup. OUTLETS (REBID,) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. EJ__f 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. 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 to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabil*e9bs, judgments, costs, and s which may in any way accrue agad County in con e`C of he gran ing of this permit. X Date Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP, GROUP I TYPE of CONST. PARCEL PD I HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which RECTOR OF PUBLIC By PERMIT EXPIRES t the applicable provi- resolutions to do fees have been paid. WORKS 7 Date�'�JJ SS S-� Receipt No.� WHITE-D.P.W., YELLOW -ASSES OR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATIWAND PERMIT PERMIT NO. I ASSESSO — Off- � PARCEL NUMBER_ ZONING_/ BUILDING PERMIT OWNER C c,il.E�_ 16 L D TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS _ c CONTRACTOR'S NAME TELEPHONE CO9TRACTOR/S MAILING ADDRESS r 4 , (-)/ 3.Q y- lq 61-11 C-0 Fireplace CONSTRUCTION LEDER 6/")4' UNKNOWN Total Valuation Is Filin Fee 9 $ 10.00 LENDER'S MAILING ADDRESS Permit Fee — $ CHITE T OR ENGINEER `� /� �/u6- m f �/,c� n C LICENSE NO. /� Plan Checking Fee g Penalty g ARCHITECT OR ENGINEER'S MAILING ADDRESS _ .330 GL Lf/�� _. !S-/— C Ji� cd/ �_ Q Permit fee $ ,Q BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 —> G` �'%V D e)/— 711,e �z���j L-,C� �:p 2 /n Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other 45 :I/Sl C L-' t_ 514D SPECIFY Building sewer 5.00 Mobile Home S I G I W I 1 110-00 e TYPE OF WORK New ❑ Add ition❑ Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: �) 2 tc C 1 �' �/ ��� J — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP LESS 10.00 / -`- ? �. �•�' 3.� —`� Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. I 2/4sgft _ CONT ACTORS LICENSE LAW I declare under pe Ity of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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 thij reason WORKMEN'S COMPENSATION INSURANCE I declare and r 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. NEW CONST;L ULTLOUTLET NON-RES'D BRANCH CIRC TS 2.50 ea NEW CONSTR. POWER APPARATUS &) NON- 1RESID. SINGLE OUTLET CIR. / Ex. OccuP / 20050: \ OUTLETS OR FIXTURES BAL&301 Ex. QCCUp. OUT ETS FIXED P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor 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 to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue Dnsl said County in consequence of the granting of this permit. Date ,u,. of Applicant — Owner❑ Cantracror ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or Construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 61-6 coQ OCCUR. GROUP I TYPE OF CONST. PARCEL PD I ND I ISSUE 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 ___4;_2_ the applicable provi- resolutions to do fees have been paid. WORKS Date � -3 -g)i Receipt No. WRIYTE'-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT BUILDING DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title /V097,' � VALLEY [Z • F b Location C N 10-6 Form -1 Documented by Cg7 Date C. V BACHMAN, RCE 16803 Project Designer — B A C H M A N ENGINEERING Checked by 0FfICgs3012 ESPLANADE Date CHICO, CALIF. 95926 SITE DESCRIPTION Location Code Number (from Table 2 of Appendix 1) _1 —31— Latitude 2 318 Degree Days -heating (from Table 2 of Appendix 1) 3 Z 715 SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) 4 Z•� - `8 X, ASHRAE design temp — 78° (from Table 2 of 22 Appendix 1) 5 BLDG. DESCRIPTION Occupancy Type Code Number (from Table 1 of Appendix 1) 6 5 Gross heated floor area, sq. ft. 78T Number of floors 8 1 Ground Floor Perimeter, ft. 9 /3 Longest diagonal dimension at ground floor, ft. 10 5 Z.C, 5 Height, ft. 11 ?�> Wall Roof Record the detailed materials data on the Materials Data Form - Form 2 Surface Areas A0paque wall 12 9/ 2 Awindow 13 Z Adoor 14 '40 Total Aow Line 12 + 13 + 14 15 /O& Y Heat Transfer Coefficients (see Section 4.1.8) winter (heating) summer (cooling) Shading coefficient of glass, (from Table 3 of Appendix 1) Weight of Wall Construction, IWO Mass Correction Factor (from Fig. 4.1.16) Equivalent Temperature Difference (from Fig. 4.1.16) Surface Areas Total % skylights Note: If Line 29 is 5% or greater, automatic fight -sensitive switching systems are required in the area lighted by sky- ligh t. Uwall •16 •1- Uwindow 17 q Udoor 18 L Uw 19 • /y U 20 •Gy Udoor 21 • Cv 3 sc 22 -70 w 23 7'5 `�' MCF 24 - 7 5 TDeq 25 Z 3 Aopaque roof 26 3 Askylight 27 Aor (26 + 27) 28 9 3fl (27/28) 29 ---- Enter the difference between line 27 and 5% of line 28, or zero, whichever is the greater 30 g Enter the sum of line 26 and line 30 31 $3o ;BUILDING DATA FORM — BUILDING ENVELOPE COMPLIANCE Page 2 of Form 1 C. W. BACHMAN, RCE 16803. PROJECT TITLE - BACHMAN ENG!NEERING- 3012 ESPLANADE C ICO CALIF 95926 Floor HEATING DESIGN CRITERION Llo+(83oJ1" i aM Ll 191ZX/-�I )z)i�9� 4(4�k��- 10(_q Heat Transfer Coefficients (See Section 4.1.8) winter (heating) summer (cooling) Shading Coefficient of skylight (from Table 3 of Appendix 1) Mass Coefficient (from Fig. 4.1.16) Absorptance (from Fig. 4.1.16) Floor Area over unheated space U -value for floor Standard Uow (from Fig. 4.1.2) Standard Uor (from Fig. 4.1.3) Standard Uof (from Fig. 4.1.4) Maximum allowable Uo (from Fig. 4.1.1) Proposed Uow (from Fig. 4.1.7). Proposed Uor (from Fig. 4.1.10) Proposed 'Uof (from line 40) Proposed Uo (from Fig. 4.1.1) Note: Uor is calculated from the equation of Fig. 4.1.10 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 C33,5�(1O&-q)4 0))663J0 Standard OTTWw (from Fig. 4.1.15) 16 / `I Standard OTTVr (41 x line 44) �4aPus`s Standard OTTV (from Fig. 4.1.13) �s>4Y (60(23) y Proposed OTTVw (from Fig. 4.1.14) o4l)(►)�5z) Proposed OTTVr (from Fig. 4.1.14) Proposed OTTV (from Fig. 4.1.13) 0(,�t) �83 �`—tJ Note: 0TTVr for the proposed building is calculated from / 061) Y 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 area Aor u 32 -0l7 roof Uskyligu, 34 _ oY 7 r us 35 SCs 36 Mc 37 0-0 Ac 3652— Aof 39. Uof 40 43YZ Z 44 k 45 46 . Z7y 47 .2/<v 48 -oy7 49 50 Line 50 must not exceed line 46 52 A-10 r53-- - 20.(2 54 17. 8 55 �' o 56 10 .3] Line 56 must not exceed line 53 t C. W. BACHMAN, RCE -16803 MATERIALS DATA FORM BACHMAN ENGINEERING BUILDING ENVELOPE COMPLIANCE 3 0 1 2 ESPLAN A U E CHICO, CALIF. 95926 Project Title NO<Z79 VALLEY PE -/Nov t(iY Location C N 10,0 Project Designer Wall Wall Type 1 Weight of wall construction, Ib/ft2 (see Sec. 4.1.8) Heat Transfer Coefficient (see Sec. 4.1.8) Surface Areas (attach sheets to document any additional compass orientations) Wall Type 2 Weight of wall construction, IWO Heat Transfer Coefficient Surface Areas (Attach sheets to document any additional compass orientations) Wall Type 3 Weight of wall construction, IWO Heat Transfer Coefficient Surface Areas (Attach sheets to document any additional compass orientations) Form 2 Documented by Date Checked by Date Wt 1 %s 4 Ut 2 .14 Orientation 3 Al Area 4 Orientation 5 S Area. 6 Z 13 9 Orientation 7 & I Area 8 J/ Z - Orientation 9 Area 10 �� Z W2 11 U2 12 Orientation 13 .. Area 14 Orientation 15 'Area 16 Orientation 17 Area 1 Orientation 9 Area 20 W3 21 U3 22 Orientation 23 Area 24 Orientation 25 Area 26 Orientation 27 Area 28 Orientation 29' Area 30 MATERIALS DATA FORM — BUILDING ENVELOPE COMPLIANCE rage 2 of Form 2 PROJECT TITLE PI OP—ry ✓A1 ( G EFADY Nix C . W . B A C H M A N, R C C BACHMAN EPdG'•('i 3012 ESPLANADE Wall Type 4 CHICO, CALIF. 95926 Weight of wall construction, Ib/ft2 W4 31 Surface Areas (Attach sheets to document any additional U4 32 compass orientations) orientation 33 -Glass Type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional compass orientations) Glass Type 2 Shading coefficient (from Table 3 of.Appendix 1 or mfrs. data Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional compass orientations) Glass Type 3. Shading coefficient (from Table 3 of Appendix 1 or mfrs._data Heat Transfer Coefficient (from mfrs.data) Surface Areas (Attach sheets to document any additional compass orientations) Area/40 51 Orientation Area Orientation Area Orientation 56 Area 41 42 Orientation 43 Area 44 11 2 Orientation 45 Area 46 Orientation' 47 Area 48 Orientation 49 Area 50 1 51 52 Orientation 53 Area 54 Orientation 55 Area 56 Orientation 57 Area 6 Orientation 59 Ar 60 1_ 61 62 Orientation 63 Area 64 Orientation 65 Area 66 Orientation 67 Area 6 Orientation Area 70 MATERIALS DATA FORM —BUILDING ENVELOPE COMPLIANCE Page 3 of Form 2 PROJECT TITLE __ C. W. BACHMAN, RCE 16803 BACHMAN ENGINEERING- 3012 NGINEERING-3012 ESPLANADE `~ Glass Type 4 CHICO, CALIF. 95926 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient (from mfrs. data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). Area 74 Orientation 75 Area 7 Orientation Area 78 Orientatio 79 Area 80 Roof Roof Type 1 Weight of roof construction, IWO (see Section 4.1.8) 81 48 - Heat 8Heat Transfer Coefficient (see Section 4.1.8) 82 • �`� 7 Surface Area (Attach sheets to document any additional roof types) 83 630_ Skylight Area 84 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 Skylight Heat Transfer Coefficient (U -value) 8 Floor Floor Type 1 (floors over non -air conditioned spaces'only) Weight of floor construction, IWO (see Section 4.1.8) 87 Heat Transfer,Coefficient (see Section 4.1.8) 88 Surface Area (attach sheets to document any additional floor types) 89 Doors c)Surface Area g0 Heat Transfer Coefficient (U -value, see Table 4 of Appendix 1) 91 HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY C. W. B A C H MAN , ,RCE 16803 BACHM-AN ENGINEERING 3012 ESPLANADE CHICO, CALIF. 95926 Fora 3 WEIGHT: %J'a' Ib/fta Check one: Wall Roof Floor .— Total Resistance Rq U -Value (I/Rd . cooling List of Construction Components R 7-17 - �• I/2 sN. ek. .y5 . cooling heating e 4 I' t 3. (� „ CC V✓A L L- 4. 4. 5. 6. 7 8. Inside Surface Air Film .605 cooling heating Sketch of Construction Assembly Outside Surface Air Film WEIGHT: %J'a' Ib/fta Check one: Wall Roof Floor .— Total Resistance Rq U -Value (I/Rd . cooling heating 7.27 7-17 cooling heating cooling heating HEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY C. W.. B A C H M A N, R C E 16 8 0 3- BACHMAN ENGINEERING 3012 ESPLANADE CHICO, CALIF. 95926 List of Construction Components R 1. METgL Boor . 20 2. Ala SP/AC! 8� 3. 4. I�2 � SN • �Zk -y� 5. 6 7. i B. Inside Surface Air Film cooling heating Sketch of Construction Assembly . Outside Surface Air Film , Z.17— WEIGHT: X-6 Ib/fta cooling heating Check one: Total Resistance Rt Z , (o Z 21. Z3 cooling heating Wall Roof U -Value (I/Rt) cooling heating Floor — DOCUMENTATION FORM HVAC SYSTEMS COMPLIANCE (Complete for each system) C. W. BACHMAN, RCE 16803 .a BACHMAN ENGINEERING - 3012 ESPLANADE Project Title Not?- 7,-Y VA LLL (Q4Dy /��//,Y CHIC 0 , CALIF. 95926 Location C 141 C O Project Designer DESIGN CONDITIONS Form 4 ( Rev. 1 5/781 Documented by—L3— Date yc /3 Date Checked by ' Date Building occupancy type (Table 1 of Appendix 1) ........ 05� Project Latitude (Table 2 of Appendix 1) .............. 39 8 Heating Degree Days (Table 2 of Appendix 1) ........... 7-795 HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter2 q °F ............. Indoor Design Temperature........ ............... 70 °F Outdoor Air. . G.• . . . . . .. . ?-<-.7 CFM Heat Loss from Outdoor Aird" ....... J 18I-, Stu/Hr. Temperature of adjacent unheated spaces..... 2-7 OF Transmission Heating LossasCl>� Y !`l;� 44 ........ I ! y 3 o Btu/Hr. Infiltration Air .. Yz•AS-.��`7$................... 55 CFM Heat Loss From Infiltration. * ...................... 2 i S C' Btu/Hr. Ventilation Air . . . .. .. .. .. .. . . . . .. .. .. .. . . .. .. CFM Heat Loss From Ventilation ...................... Btu/Hr. Outdoor Air for Special Processes ................... CFM Heat Loss From Process Air ....................... Btu/Hr. Other Heat Losses (describe) ...................... Btu/Hr. Total Heat Losses ............................. I Ll `4- b Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb......... 1045 °F Outdoor Design Temperature, summer, wet bulb......... of Indoor Design Temperature, summer, dry bulb ........,.. 7 O OF Indoor Design Temperature, summer, wet bulb .......... °F Transmission Heat Gain .......................... ( 9 Cm W c-1 Btu/Hr. Infiltration Air ............................... 55 CFM Heat Gain From Infiltration ...................... 2 0 15o Btu/Hr. Outdoor Air for Special Processes ................... CFM Heat Gain for Process Air ........................ Btu/Hr. Solar Heat Gain Through Windows, etc ................ Btu/Hr. F6„ pie_ y 'Ay°° = Jbe a Heat Gain From Lights, Equipment, People, etc.......... 3 YZ Btu/Hr. r $Z� Heat Gain From Other Sources .................... Btu/Hr. 1500 y' , x�x3 Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated �-7 Minimum Ventilation Rates) ..... CFM/Pe,.- Heat Gain From Outdoor Air... . • • .... • • LL'O Btu/Hr. C. W. BACHMAN, RCE 16803 BACHMAN ENGINEERING 3012 ESPLANADE Pago2ofForm 4 �b CHICO, CALIF. 95926 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33`Yo of Tabulated Recommended Ventilation Rates) CFM/Person Heat Gain From Outdoor Air ................ Btu/Hr. a Total -:Cooling Load ............................ 2 I Btu/Hr. /.30KZ4-15� = 3 y.noo 13Tk�/1/l 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 ................................... j o temperature control device set point limits ................................... o temperature set point range between full heating and full cooling .................. 1 o setback and shutoff controls ............................................ ?iven e capability to terminate heating at 70°F and cooling at 78°F ......................Indicate drawing or specification reference where the temperature control device requirementselow are documented. ° - An automatic temperature control device shall be provided for: o each separate HVAC system ........................................... oeach 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. i 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 I e Sequential temperature control of heating and cooling systems ..................... o Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration ........................ a' Reheat systems — give reference specifications page or drawing number which will show c pliance with the following when reheating 20% or more of the total air in the system, tt� l fl o When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling ........... i o Single zone reheat systems shall be controlled to sequence heating and cooling ........... C. W. BACHMAN, RCE 16803 BACH MAN ENCGINEERING 0 D I AhiADE P40o3ofForM4 3012 L -d CHICO, CALIF. 95926 Dual -duct or multizone systems — give reference specifications page or drawing number which will show compliance with the following: o Hot deck temperature — must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating.. . . REFERENCE 4Zi ® Cold deck temperature — must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling: ...... . 6 r 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. i o Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating.....:..:.......... —�—/ 9 HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system useddin the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. ` R 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 system. i 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. i g REFERENCE - I i DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE C. W. BACHMAN, RCE 1630$ BACHMAN ENGINEERING 3012 ESPLANADE CHICO, CALIF. 95926 Project Title Moe1/.41-LQV —eE�q pY 14p< Location C i 1 I CO Project Designer Form 5 Documented by 09 Date Checked by Date i 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 I o 1 q2 << FectEpr/ o•J 1400 o Z / `7�8 HV4,L L 10 (3 2 orF i� e I I 4. o 5. vo k y 132 0FF1 CL . D Sze F3o 105 A0 1/0 1(o 4o lob 162 0 GCGQ(C4L I I /,7 Z 6o I (0 7 30®0 <5 (331) STo2QG I I 11.0 �o v 9foO 9000 5 Cz1 kloae? I� A2E�1 i I 2 v I g °' Z�80 I 1 109 Ll0 5+I EEs;,e"o/-" I 4 m 75 lice 10 V-e5i�� 1.v �-o 75 I I I I I . I I I I I I I I I Page Total 5 y430 DOCUMENTATION FORM & HVAC EQUIPMENT COMPLIANCE Form 6 C. W- BACHMAN, RCE 16803 BACHMAN ENGINEERING 3012 ESPLANADE CHICO, . CALIF. 95926 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 SYSTEM EQUIPMENT ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment— ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one) Direct fired (gas -oil) Indirect fired (steam -hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference REFERENCE FOR FULL -LOAD ENERGY INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) SPECIFICATION REFERENCE C©�/ T i��} e�7� v S U L'3 ►� 1 `� s�I.4 J P_ 4t_7'v4Q s —e -C> /,/5 7-,4 LL ! N,6, 7— DOCUMENTATION FORM DOCUMENTATION OF MANDATORY STANDARDS FOR ENERGY BUDGET COMPLIANCE r C. W. BACHMAN, RCE 168.03 BACHMAN ENGINEERING 3012 ESPLANADE CHICO, 'CALIF; 95926 Fora 14 Attach for reference manufacturers data or give specification section or drawing number which shows in detail the compliance with the following standards (show N/A when nut applicable). 1. T20 -1495(c) Air Leak;ye Requirement, Window 2. T20 -1495(d) Air Leakage Requirement, Doors 3. T20.1495(e) Caulking and Sealing 4. T20 -:1495(g) Elevator Shaft Vents 5 T20.1503(a) Temperature Control 6 T20.1503(b) Zoning for Temperature Control 7. T20.1503(c) Control Setback and Shutoff 8. T20.1505 Mechanical and Gravity Ventilation 9. T20-1507 Piping Insulation 10. 720.1508 Air Handling Duct System Insulation 11. T20-1509 Duct Construction 12. T20-1521 (a) Water Heaters, Storage Tanks, Boilers and Piping — Performance Efficiency 13. T20 -1521(b) Combination Service Water Heating/ Space Heating Boilers 14. T20-1521 (c) Temperature Controls 15. T20-1523 Pump Operation 16. T2.0.1530 Electric Distribution Systems - 17. T20-1541 (b) Lighting Standards Mi-f-iohal Notes _......I�:-/uOaI WindoW5 shall doors sho Il . be, A11 . open Joirl%S ovl u-ulKed— . or. sealed Reference Note, -11z11 beto<.- Reference _gote. Z be lot,✓ Reference Nofc. 3 belocv Reference Reference �5ee, Form 4 Reference Al 1A �� Reference �1�L/A Reference ._IV A _ Reference N L&— _ Reference 50b d-orltraCfor SUbwrr.i Reference 5Uh 01jY rQ.C'w sdb vn "t Reference Reference 114 /rr Reference Reference, —N11 R Reference —JV -/A Reference &orm show Coo-FormanCe. +o ANSI weather 6tri pped or haVe- PX1'er�pr of b�ild�n� I A-134-1 (19771). seals. mL)st be. CC4 00 31 i 1 W uie�iilE A N 4Q - At IOM c ok /1 J M �� � v / J .' v�.• .�a Page 1' MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE C (AvF03 49 t4"D ldg. Permit # U04 Mao 4.P. # -o2-f z A. GENERAL Zoning requirements (sideyards a in special conditions). • R: Valuation. CUar l7= Signature by R.C.E. or Architect (if required). Calculations. Improvements and drainage*-- Land Dev.,DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other pertinent data. f See previous permits and plans in file for expired permits, change of use, etc. B. OCCUPANCY REQUIREMENTS 1. Building use ® Occupancy Class • 3. Building floor area 2 Total allowable floor area Basic allowable floor area Basis for increase FI -7 t COOP sq. ft. sq. ft. sq. ft. _VFQ . _.Type of Const Occupant Load • . aFP' -- . � asu* f1bles -1. foo S /4.00 Additions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). 1e Attic separations (Sec. 3025). Ventilation and special hazards requirements (Chapters 6-13). �i Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). �+� Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). Yb. Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. 16q--noke detection system. 17 / Fire Dept. Plan Review and/or Fire Marshal Plan Approval. • 1$/ Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 5001s). C. TYPES OF CONSTRUCTION REQUIREMENTS, ;f -Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). ?Physically handicapped (Sec. 1711 & Table 33A). .Guardrails (Sec. 1716). j� Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). 8! Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). 1,9-eSkylights (Chapters 34 & 52). 13n- Stages and platforms (Chapter•39). lnterior wall and ceiling finish (Chapter 42). 1 F ire resistive requirements (Chapter 43). 1&0" -Wall and ceiling coverings (Chapter 47). 15 Glass and glazing (Chapter 54). Human Impact (Sec. 5406). 16r -Building Materials - Check: Grade, Species, Allowable Stresses, Ext. or Int. -- Example: (Glu -lam Beams w/ certif. 24F ext.grade).- Paize j2 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued). D. STAIRS, EXITS AND OCCUPANT LOADS General Exit Requirements (Sec. 3301) (Post occ.'. load,. etc.1) c>ti Number of exits, width and locations (Sec. 3302). M Doors (Sec. 3303). ' Corridors 'and exterior exit balconies (Sec. 3304)x.y ®® Stairways; rise•&,,run; width, winders, and construction (Sec. 3305)._ tf �Iorizontal exit (Sec. 330). 7. Exit and smokeproof enclosures (Sec. 3308 & 3309). ve Exit signs and illumination (Sec. 3312). 9! Aisles & seating (Sec..3313). 1810' Exits for occupancy groups A-E (Sec. 3315-3319).•" E. ENGINEERING,RECULATIONS, DESI QUALITY, MATERIALS'.AND•DETAILED REQUIREMENTS 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, oundation plan, elevations, and complete structural details.. nergy design, calcs, and necessary details (State law). veneer (Chapter 30). s' Chimneys.and fireplaces (Chapter 37) Engineered plans if required. e5: Plastics (Chapter 52). Excavation and grading (Chapter 70). ' Continuous or Special Inspection (Sec. 305). Factoryor other certification. 9! Soils or compaction data. 18!,Noise regulations. �1 Footing reinf. Min. Two #4 bars (cont.). ngineering Calc(s) should include: �•/ (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation... (d) Walls -- Large openings? (consider lateral). ` (e) Lateral: 1. Roof Diaphram. 2. Shear Walls. 3.*- Anchorage & Tie -downs. 4. Connections thru-out. (f). Retaining Walls. US I ARM Tvc. Cloc, 04 -wo SIZING AND SPECIFICATION DATA . Y rf�n•'�•'t•Jn i L r I 1 �.._.s.�+,�:i£:� aS�� 3sv;�?� �+ �, 'i�hiaK,aSa��`L � a - s N;, 1• ,.1 •1 Carbon Stainless Galvanized Anchor Diameter Lightweight Concrete 64, B Max. 21/2" D 11/4 11/2,. Steel Steel Steel & Drill 21/4., Thickness 5" Min. 21/2" 3" Catalog Catalog Catalog Bit Size/ Threads A Overall of Material to be C Thread Embed - mentin *Pullout Shear Number Number Number Per Inch Length Fastened Length Concrete LBS. LBS. WS -1416 WW -1416 15" 61/4" 13/4" 1/' 3/4" WS -1422 WS -1432 WW -1422 WW -1432 1/4"/20 21/4" 3/4' 3/4" 13'8" 2627 2300 I 3Y4" 13/4" a/4" • WS -3822 •'WW -3822 21/4" 1/4" 11/8" • WS -3826 • WW -3826 23/4". Y'4" 11/a" • WS -3830 • WS -3836 • WW -3830 • WW -3836 %11/16 3" 1" 11/8" 13/4 5094 5233 • WS -3850 • WW -3850 33'4" 5" 13/4 11/811 3" 1 Ye" / • WS -1226 • WW -1226 23/4" Y4" 11/4" • WS -1236 • WW -1236 33/4" 1Y4" 11/4" • WS -1242 • WS -1254 • WW -1242 • WW -1254 • WS -1242G • WS -1254G 1/2'/13 41/4" 5Y2" 13/4 31, 11/4" 21/8" 6310 9016 • WS -1270 • WW -1270 7" 41/211 Y4" 11/4" • WS -5834 • WW -5834 3Yz" 1/2" 11/z" • WS -5850 • WW -5850 5" 211 112" • WS -5860 • WS -5870 • WW -5860 • WW -5870 • WS-586OG 6/8"/11 6" 3" 1Y2" 22611 8322 12,216 • WS -5884 . WW -5884 7" 8Y2" 4" 51/2" 11h" 11/2" ,. It, WS -3446 • WW -3446 436" 1/z" 1Y2" • WS -3454 • WW -3454 • WS -3454G 51/211 13/4" 11/2" • WS -3470 • WS -3484 • WW -3470 • WW -3484 • WS -3484G `/4"/10 7" 81h" 21/4" 43/4" 11/z" 11/z" 31/4" 12,405 19,200 • WS -34100 It, WW -34100 10 61/4" 1 t WS -7860 t WW -7860 t WS -7860G 6" 16/811 21/4" t WS -7880 t WS -78100 t WW -7880 t WW -78100 t WS -7880G %11/9 8" 36/x11 21/4" 33'4" 13,266 26,366 10" 5W. 2W, tWS-10060 6" 7/e" 21/4" tWS-10090 tWS-100120 tWS-10090G 1"/8 9" 37/8" 2Y4" 41/2" 18,275 37,533 12" 62/81, 2Y4" tWS-12590 tWS-125120 1t/4"/7 9" 12" 23V4" 53/4" 3Y4" 3Y4" 51211 45,467 50.566 •IlllimnI. 1 and C....u.. r.. • Inn...w 14 . n Iodepandenl Testing laboratory lasts. Co 10801 re arts eV81fa to On rOQU0e19"""%" oma, rur srruwural utintwolgnl aggregate concrete). Based on D p Sale working loads for single Installations under static loading should not exceed 25% of the ultimate load capacity. For Information on other If contact your nearest factory representative. • Indicates ®Approval. CENTER TO CENTER SPACING AND EDGE DISTANCE :SS:r 1111. .. .,............... � r,; ., CAUTION: Not recommended for use in t light weight masonry material, s„J such as block or brick. ,rwrr Minimum Spacing Cantor fn anfa. "6„ Minimum CA I Anchor Diameter Hardrock' Concrete 100 Lightweight Concrete 120 Hardrock• Concrete 50 Lightweight Concrete 64, 1/4w 21/2" 3" 11/4 11/2,. %. 33/4" 41/2" 17/81, 21/4., 1/211 5" 6- 21/2" 3" %11 61/4" 71/2 3Ma" 33/411 3!/4" 71/2" 9" 33/4" 41/2„ 7/B" 83/4" 101/2" 4 M " 51/411 1" 10" 12" 5" 6" 11/4 121/2" 15" 61/4" 71/2" `Expansion Anchor Manufacturers Institute (EAMI) Standard. PERFORMANCE APPROVED EUOL Underwriters Laboratories Q Factory Mutual Efm Expansion Anchor ICBG International Conference Manufacturers Institute of Building Officials Meets or exceeds U.S. Government G.S.A. Specifications FF -S-325 Group II, Type 4, Class 1. In, 15 e= TO -02- gZ • X233 - �l BACHMAN & ASSOCIATES 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 COUNTY OF BUTTE Date November 16, 1981 Attention Mr. Steve Bowman Building Department — 47 r- -F y, re^ter L1rivQ Project Bud Wood/Office Building Oroville, California 95965 Job No. Our job #81-148 WE ARE TRANSMITTING: Under separate cover xx Herewith Via mail Via U.P.S. Via Greyhound REMARKS: THE FOLLOWING: Copy of descriptive information or neat pump. Ad FOR: Your approval xx Checking Your f i les Quotation Construction Payment Processing` BACHMAN ENGINEERING • Y CWB/ch ENGINEERING SURVEYING PLANNING DESIGNING .r Aiayne Air Cnditioning ' r • M®/d�P�1, L'v `542E 4 PACKAGE® ;. AN'J it ls. ;^ ��izes 024`thru 060 Q, W�"' moi Le 4 RUM �11EA0 Pad 1Y11'Sr���"�: , +.. •`a Indianapolis. IN City of Indust y. CA fi[:,�®I®V��'e/T2®®6®• ., < . ., " r +".;, r ,� y'^ ..,.� it .:: •�.t � . �A+ V" ti r a� �..j �.,4t''•Y�--' ,.Z, .i . "1 MODEL 542EO30 ROOF -MOUNTING CURB Models 542D & 542E are our latest generation of packaged heat pumps for residential and commercial applications. These heat pumps are the result of our firm commitment to the design and de- velopment of the finest heat pumps modern technology can offer. Our commitment is backed by our advanced engineering, testing, and research laboratories; and our wealth of practical experience. Model 542E is designed in two basic cabinet sizes, features a side-by-side duct configuration, and ranges in size from 024 thru 060, with voltage options to meet most residential and commercial requirements. This model installs easily on a rooftop or a -ground - level pad. Model 542D is used with an accessory roof -mounting curb and in- corporates a down-discharge/return-air plenum as an integral., part of the unit; thereby, substantially reducing the installation , time and cost. This model is offered in the 060 size with 3-phase voltage options. 542D & 542E FEATURES FACTORY -ASSEMBLED PACKAGE is a compact, fully self-con- tained, all -electric, combination heating/cooling unit that is pre- wired, prepiped, and precharged for minimum installation expense. RUGGED, EFFICIENT, COMPRESSORS are specifically de-, signed for heat pump duty and high energy efficiency during heat- ing eat ing and cooling operation. Each compressor is hermetically sealed against contamination to help promote longer life and dependable operation; and vibration isolated to provide quiet operation. During heating operation, these reliable compressors are designed for continuous operation down to extremely cold outdoor tempera- tures. All compressors have internal high-pressure and overcur- rent protection. INDOOR BLOWER MOTORS have been carefully selected to min- imize energy consumption and to withstand the heavy-duty, year- round operation required by heat pumps. These motors are de- signed to meet the requirements of a wide variety of residential and commercial applications. Belt -drive motors are used on 060 - size, 3-phase units—direct-drive, multispeed (except 460-V) PSC motors are used on all other units. DIRECT -DRIVE, PSC, OUTDOOR FAN MOTORS have been selected to help reduce energy consumption. Outdoor fan motors on all 3- phase units are two -speed and are thermostatically con- trolled to provide low -ambient cooling operation down to 40°F. Single-phase, units are designed for cooling operation down to 55°F with field -installed 40°F'low-ambient kits available as an option.` BUILT-IN RELIABILITY COMPONENTS include a suction -tube accumulator that keeps liquid refrigerant from reaching the com- pressor, a low-pressure switch that stops the compressor if the re- frigerant pressure drops to an unsafe operating level, a crankcase heater to keep the compressor oil warm and free of refrigerant for maximum lubricity, compressor quick -start components on single- phase units to improve starting characteristics, and a unique _ metering device to eliminate potential serviceability requirements of check valves and expansion devices. UNIT DESIGN—Indoor and outdoor coils are computer -designed for optimum heat transfer. Vertical outdoor fan discharge carries sound and air up and away. Heavy-duty,base rails provide for ex- tra support and feature forklift slots (Model 542E only) for easier and safer handling before installation. The high-voltage inlet panel is designed to accommodate a field -installed electrical discon- nect. A low -voltage terminal block simplifies thermostat connec- tions. Refrigerant service connections make checking operating pressures easier. TIME/TEMPERATURE DEFROST system is used to increase heating cycle efficiency: This type of defrost system has proven to be very reliable. The time/temperature control "looks" for coil icing conditions only at preset time intervals, starts the defrost cycle only if the defrost thermostat senses icing conditions, and automatically ends the defrost cycle when the coil has warmed sufficiently to melt the ice. WEATHERIZED CABINETS are constructed of heavy-duty, phosphated, zinc -coated steel; and finished with corrosion -resist- ant, modified alkyd, fade -resistant, baked Malibu beige enamel., Interior surfaces of the blower section are insulated to help keep the conditioned air from being affected by the outdoor ambient temperature. ACCESSORIES & OPTIONS SUPPLEMENTAL ELECTRIC HEATERS that mount inside the heat pump blower compartment are available in a variety of KW and voltage options. SINGLE -POINT WIRING KITS are available for. use with most supplemental electric heaters to permit a single power supply for both the heat pump and the heater; thereby, reducing installation costs. A FULL LINE OF ROOFTOP SYSTEM ACCESSORIES is availa- ble for field installation, including: plenums (not required with the 542D), curbs, horizontal or plenum economizers, flexible duct packages, concentric diffuser boxes, barometric relief dampers, and filter racks., EFFICIENCY -ALARM CIRCUIT—This circuit locks out the com- pressor and lights up the room thermostat emergency -heat light if there is a compressor malfunction. This warning reduces the likelihood of high-cost heating bills by alerting occupants to the problem. This optional circuit also provides compressor protection by locking out the compressor if any of the other protection devices in the system have detected a malfunction. The com- pressor and efficiency -alarm circuit can be manually reset with the room thermostat. .: ADDITIONAL ACCESSORIES & OPTIONS are available to meet the particular requirements of a variety of applications.See the System Accessories & Optional Equipment listings in this publica- tion. Form No. PDS 542E.24.3P DIMENSIONAL_ DRAWING '.Model 542E—Sizes 024 #hru 060 ?���♦of MT lqe a 111:, 0 MEETS DOE RESIDENTIAL. CONSERVATION SERVICES PROGRAM STANDARDS.' •C �A RIi1L,F, �qS1ANDAPo 1` . , 542E REQUIRED CLEARANCE (Inches) R Top of unit .................. 48 Blower access door end.... 30 Duct side of unit ............. 12 End opposite blower Compressor access door access end .............: 12 side ....................... 30 Bottom of unit above anticipated snow level.... 6 y `„Am M NOTE: Provision must be made for fresh ambient air to reach the 4 outdoor coil without recirculation of the air from the outdoor fan ' �+ discharge. s 516 W -E �i H I•� F • N CONTROL ACCESS DOOR S M— _ 8 DIA 8 DIA HIGH-VOLTAGE COMPRESSOR XINCL W-VOLTAGE INLET'WITH MULTIPLE SUPPLY -AIR RETURN -AIR ACCESS DOOR ETr KNOCKOUTS OUTLET INLET " SLOTS S ♦ L +i 1116 16 3 i�; 0LOWEft ` z FOR `s. } v' _ 8`;• C. '9 D 2 6 C .: R 3 y `3"LIIFT. ' p f 1 ,1s n fiq, 3-1 '''1"t=r 4 11 31 i L ► +h+4�t 'c —-� 16 8 ft' -r R._jk.L6 ';+.hw• _5ji F,H+ai_ �I2 T H -•T I -i 61 6 U DIA III'Irrrr---- ' �2 4 L—�i 2 I 2 \ KNOCKOUTK� ELECTRIC HEAT P P HIGH—VOLTAGE INLET WITH —MPT DRAIN ` MULTIPLE KNOCKOUTS (NOT V G 4CONNECTION ♦ USED WHEN SINGLE—POINT�ij WIRING -KIT IS USED) A79071 4 w 542E DIMENSIONS (Inches) s v �.,"Vffzis> AI Size ` A B - C - D E . F G H J 024 & 030 60-3/16 32-3/16 24-13/16 21 11-1/2 13-5/16 57 6-7/8 6-15/16 036 60-3/16 32-3/16 24-13/16 21 13-3/4 13-5/16 57 4-5/8 6-15/16 042,048,& 060 68-3/16 40-3/16 30-13/16 21 16-3/8 17-5/16 65 5-1/8 7-1/2 Sizes K L M •. N P • R S T U V 024 & 030 18-1/8 1-1/2 15-3/32 12-9/16 14-1/2 28-9/16 37-1/8 2 7/8 27-7/8 036 18-1/8 1-1/2 15-3/32 12-9/16 14-1/2 28-9/16 37-1/8 2 7/8 27-7/8 1 042,048,& 060 25 1-1/2 20-3/32 15-1/8 1 18-1/2 34-9/16 44-1/4 2 7/8 35-3/16 c SHIPPING WEIGHTS, OPERATING WEIGHTS, &.WEIGHT DISTRIBUTION 542E Size Shipping Wt (lbs) Operating Wt (lbs) Corner Wt lbs A 1 8 C D 024 320 310 78 1 75 ..'77 80 030 334 324 81 78 81 84 036 348 338 85 82 84 87 042 453 443 111 .107 ''110 115 048 465 1 455 114 110 113 118 060 .490 480 120 116 120 124 A79115•A HP -76 OPOLDIMENSIONAL DRAWING Model 542D000 2 ACCESSORY ROOF -MOUNTING CURB P/N 304851-302 3 4 73 HP -77 SHIPPING WEIGHT, OPERATING WEIGHT, & WEIGHT DISTRIBUTION D:..._ C D A -B A79117 A79116A UNIT—MODEL 542DO60 Shipping Weight Obs 703 Operating Weight Obs 556 Unit Corner Weights Obs A 144 I B 1 138 1 C-7 134 1 D 140 ROOF -MOUNTING CURB P/N 304851-302 Shipping Weight lbs 120 Operating Weight Obs 113 Curb Corner Weight lbs A 27.5 B 27.5 C I 29 1 D 29 UNIT & CURB Combined Operating Weight lbs 669 Curb Corner Weights With A Unit on Curb 154 I B 1 164 C 181 D 170 f .{: Wiz+ • .� , .,=-�'t ti SPECIFICATIONS -MODEL SIZES 024'THRU 042 MODEL J024 J030 542E J036 P036 6042 P042 SIZE A A A. A SERIES Unit Volts -Phase 60Hz 208-230-1 208-230-1 208-230-1 208/230-3 230-1 208/230-3 187-253 Operating Voltage Range 197-253 197-253 197-253 187-253 207-253 34.9 Unit Ampacity for Wire Sizing 20.2 27.5 29.2. 17.8 8 t0 Minimum Wire Size AWG ' 10 10 10 12 23'9 14.8 28.7 21 0 Total Unit Amps 16.7 14.2 22.7 19.7 20.8 11.7 24.4 16.7 Compressor Rated Load Amps 82 85 87 94 95 Locked Rotor Amps Outdoor Fan Motor, DD, PSCWatts# & Spds t 66 190 & 1 190& 1 190& 1 190& 2 155 & 1 155& 2 Full Load Amps Indoor Blower Motor, DD, PSC HP &Speeds 1.0 1/5 & 2 1.0 1/4& 2 1.0 1.0 1/3 & 2 1/3& 2 0.9 1/3& 2 0.9 1/3& 2 Full load Amps 1.5 2.0 2.1 2.1 45 25 3.4 50 3.4 .40 Max Branch Circuit Fuse Size Am s 30 45 Rated Cooling Capacity @ 95°F Btuh # 24,200 29,400 35,400 35,400 40,000 40,000 8.50 SEER# 1.80 8.40 8.20 8.20 7.63 8.50 - 7.93 EER#- Rated Heating Capacity @ 47°F Btuh # 25,400 29,000 35,800 35,800 41,500 41,500 HSPF Minimum -Region IV # 6.00 6.10 6.30 6.30 6.30 .30 2.84 2 CON- ARI Sound RatingNumber'• 19 - 19 " 19 19 - 18 .- - 18 • •.• e Hermetic Compressor Type Compressor Temp & Overcurrent Protection Standard Internal Line Break Compressor Internal Pressure Relief Valve Standard Compressor Vibration Isolators Standard Vapor -Tube Accumulator Standard Two-Way-Fl5w--Ref rigerant Metering Device MET JET With Piston Low -Pressure Switch Standard Compressor Crankcase Heater Standard Compressor Quick -Start Components Standard -All Single -Phase Units Refrigerant Service Ports Standard Heat -Saving Reversing Valve Standard Time -Temperature Defrost System Standard COMPROTEC® Compressor Cycle Protection Optional Efficiency -Alarm Circuit Optional Optional . Vapor -Tube Filter -Drier Optional High -Pressure Switch R-22 Refrigerant Amount Factor Charge 6lbs-4 oz 6lbs-10 oz 81bs-4 oz 81bs-8 oz " gee• • • Coil Face Area Sq Ft -NO. Circuits 3.67-3 3.67-3 3.67 2 24 x 28 24 x 8 Height x Width In. 24 x 22 24 x22 22 24 x 22 4& 14 3& 14 Rows & Fins Per Inch 3 & 14 3 & 14 10 6 10 x 8 lox 105 Blower Wheel Diameter x Width In. 10 x 6 x 1300 1535 Rated Cooling Airflow Ft3/Min #tt 850 1050 0.15 External Static Pressure In. we ttt 0.10 0.15 0.15 Recommended Min Filter Size 1,Sq In. ## 737 Standard -Type 408 504 624 406 479 Cleanable- or High -Capacity -Type 265 3/4MPT 328 3/4MPT 3/4MPT 3/4MPT Condensate Drain Connection • .••. a Coil Face Area Sq Ft) -NO. Circuits 10.57-3 10.57-3 10.57-4 14.26-5 68.44 24 x 63.44 24_x 63.44 24 x 63.44 30 x Height & Width In. 20 2& 20 Rows & Fins Per Inch 1.41 & 20 2& 20 2& 18 22 Fan Diameter In. 18 18 Standard Two Speed, Direct -Drive Blower Standard PSC Energy -Saving Blower Motor Two -Speed, Direct -Drive Outdoor Fant Optional - Optional Optional Optional Standard PSC Energy -Saving Outdoor Fan Motor tanda dtandard Computer -Designed Refrigerant System Standard Standard Insulated Blower Compartment Standard Low -Voltage Terminal Block Standard Heav -Dut Base Rails w/Forklift Slots A 60'C co er conductor at 86°F (30°C) ambient temperature and the ampacily shown in table. It other than ,use only copper wire for field connections to the unit. Wire saes are base on pp 6O'C copper conductor is used, if ambient temperature is above 86'F, or it voltage drop of wire exceeds 24° of unit total rated voltage, determine wire size from ampacily shown and the National Electrical Code. t All 3-phase units have a 2 -speed outdoor fan motor and are thermostatically controlled to provide low -ambient cooling operation down to 40'F. Single-phase units are designed or cooling operation down to 557 with 40T low -ambient controls available for field installation. tRated in accordance with ARI Standard 240.77 and/or U.S. Government DOE test procedures. **Rated in accordance with ARI Standard 270-75. t t See the air delivery chart for blower performance application data. t#Recommended field -supplied filter sizes shown are based on a velocity of 300 Fl/Min at the ARI rated cooling airflow. Air filler pressure drop should not exceed 0.08 in. we for unit to produce the rated cooling performance. •°•Model 542DO60 units are furnished with two standard -type air filters (20x2Oxl ). HP -70 MIZ 542D & 542E ELECTRIC HEAT PACKAGES Sizes Used With Heater P/N Heater Volts- • Phase (60 Hz) Nominal KW 240V or 480V KW/Bank Total 1st 2nd Total Heater Capacity (Btuh) 230V 208V or 460V Full Load Amps* Ampacity for Wire Sizin • Min Wire Size (AWG)t Max Fuse Size (Amps)* Single - Point Wiring Kit P/Nt 024thru042 303283-201 208/230-1 5.0 5.0 - 12,820 15,670 18.0/20.3 22.5/25.4 10/10 25/30 04870-701" 024thru060 303283-202 208/230-1 7.5 7.5 - 19,230 23,510 27.0/30.5 33.8/38.1 8/8 35/40 04870-701" 303283-203 208/230-1 10.0 10.0 - 25,640 31,350 36.1/40.6 45.1/50.8 6/6 50/60 304870-701" 0303283-204 208/230-1 15.0 10.0 5.0 38,450 47,020 54.1/60.9 67.6/76.1 4/3 70/80 04870-702Tf 030thru060 0303283-205 208/230-1 20.0 10.0 10.01 51,270 62,690 72.1/81.2 90.1/101.5 2/1 100/110 304870-702 048&060 0303283-206 208/230-1 27.0 10.8 "' 69,220 84,630 97.1/108.8121.4/136.01/0-2/0 125/150 t� 036thru060 303283-207 208/230-3 10.0 10.0 - 25,640 31,350 20.8/22.7 26.0/28.4 10/10 30/30 304870-703" 303283-208 208/230-3 15.0 10.0 5.0 38,450 47,020 31.1/34.5 38.9/43.1 8/6 40/45 04870-703'" 303283-209 208/230-3 20.0 10.0 10.0 51,270 62,690 41.5/46.0 51.9/57.5 6/4 60/60 304870-703" •048&060 ®303283-210 208/230-3 25.0 12.5 12.5 64,0901 78,360 52.0/57.5 65.0/71.9 4/3 70/80 1t 048&060 303283-211 460-3 10.0 10.0 - - 31,350 11.5 14.4 14 15 304870-704" 303283-212 460-3 15.0 7.5 7.5 - 47,020 17.2 21.5 10 25 04870-704" 303283-213 460-3 20.0 110.0 10.0 - 62,690 23.0 28.8 10 30 304870-704" 303283-214 460-3 25.0 112.5 12.5 - 78,360 28.8 36.0 8 40 304870-704" NOTE: Nominal KW inputs shown in the table do not include blower motor heat. Capacities shown are calculated using a factor of 3413 Btuh per nominal KW. OThese heaters have circuit breaker overcurrent protection. `At heater volts shown in the table. t Use only these 75°F copper conductors for field connections to the heater high-voltage terminal board. Do not"use any gauge smaller than those listed. If other than 75°F copper conductor is used between the field -supplied electrical disconnect switch and the service panel, determine wire size from ampacity shown and the National Electrical Code. tThese kits contain a special fuse block (without fuses) and the required high-voltage leads, and are designed to provide for a single power supply to the unit for both the unit and the heater. See Single -Point Wiring Kit Electrical Data Table. "Requires field -supplied fuses for both the unit and the heater. ttRequires field -supplied fuses for the unit only. ttThese heaters must have a separate power supply for the unit and the heater. •°•Heater P/N 303283-206 can be field -connected for single -bank operation at nominal 27KW, for two -bank operation at nominal 10.8KW (1st) and 16.2KW (2nd); or for three -bank operation at nominal 10.8KW (1st), 10.8KW (2nd), and 5AKW (3rd). (Outdoor Thermostat P/N 301380-703 must be used to control the 3rd bank.) NOTE: All heaters are internally mounted. All heaters above 10KW can be field -connected for single- or two -bank operation. ELECTRIC HEATER PRESSURE DROP (In. wc) AT INDICATED AIRFLOW MINIMUM AIRFLOW (Ft3/Min) FOR SAFE ELECTRIC HEATER OPERATION Heat Pump Size 024 1 030 1 036 1 042 1 048 1 060 750 1 875` 1 1050 1 1250 1 1400 1 1750 'Minimum airflow when using 20 -KW heater is 1000 Ft3/Min OFF STREET PARKING REQUIREMENTS BUTTE . C 0UI PL CODE SEC. 24-35 Effective Novo 19, 1980 Owaer/Applicant A7P �� New Construction �c New Use or increased intensity of use No additional off-street parking required I Use Type(s) Square Footage Parking Required Agricultiaral Aiiusement . �. Auditorium Auto Accessory Sales & Service Auto Laundry Auto Repair Auto Seryice.Station Aitto/Boat/Mobile Sales or Rental Howling Alley Church 'I Convalescent Home Drive-in Theatre Fraternity/Dormitory/Group Quarters Furniture/Applisnce Golf Driving Range Hospitals Hotels and Motels Lodges acid Clubs Medical and Dental Mortuaries _ Museums Nursery/Pre�-sohool .� Offices: Business/Professional 2 Financial/Banks/Real Estate Passenger Terminals Public Utilities Research Laboratories Residential . Restaurants/Bars/Taverns Retail Stores, Shops, Services Schools Stadiums .Theatres .� Warehousi and Wholesaling Other 1//9t� Total Spaces Required II Additional Requirements17. f .Mast pallative surfacing fighting, if used must not interfere with adjacent land uses walkway, if used between building 'and parking must be 4 feet in width NA Fencing, 6 feet high along all adjacent residentially zoned property. careening and Landscaping, along street frontage to a depth of ten feet and five percent.of gross lot area, with six inch raised concrete curbs and irrigatia system for each planter area Handicapped spaces f By Butte County Planning Department olgna urF a e QROGUNIER ENGINEERING -cHico, CALIFORNIA PROJECT: SHEET NO. i �'r R •. M �l 1C' ti r PORTION . • , _ ., DATE: ... �. (,} b' • t , + � � . e � � r. q �.• �,o �: A'. ae-,r. ►.. _ S'� a ®• � + , � '� !v F , • • , , p♦ 1, r �_ N,. bL 08 . - � � 11 �� � Y`� �' b u s I , � .V r � � 'ri g' �•5esa.� w i 1 { C a it r pit' ck �o _ ��.! @' i � } C S t- o< m►- '.•., • +► , � 1' � � • (0 1. k , S 'X' Z 5 ' x � S O - ' a e- t Z 3� S t✓ ` _ wGitS ��►z6� �1l�w0a, sn,i w r - �r46 -> a I v 3<. o vr. ' Lo I o'm c Lc BROGUNIER ENGINEERING - CHICO, CALIFORNIA F F .,� - - - PROJECT: ...�/. Ct.• M F k ���EC�.S S �� - SHEET NO. 3 DATE: 'PORTION: JOB NO. BY U, R t�1 SZ Ci O T 4 N1. G _ .Z "G O - 4sr�-- U - Lt A T"O �i'�j' 1 !•��S � '.+ � ��" ..��l rig. �,,* • 1'i 1 r • • a BROGUNIER ENGINEERING — CHICO, CALIFORNIA * PROJECT: SHEET NO. DATE: — Z- 3 �` P-► E PORTION: JOB NO. j� ,� g By Tei" 4 csJ i Q.0>1T\�nvb.cJs 'QvY�'►oS Co�rr� '3 4 c. �, *{ �` CA, •I \/�-� G I I 5 :. �'1 � L, � �:. %... � z 1 6' .s�'a _. E4-��ao• ' . WG I s I Z.ID r 6 G _ 1 y � �o '1 p' 1�t ♦ . -77 ,. •1 Lt 0.00 JlW L4 is • _ � '�'� @.. j toy' � 6 n �i r , .. '� ,' � •rte. BROGUI 'PROJECT: ,PORTION: JOB NO. 4 2 �. ' , C. U R tom.\ � Q • ' - Wq�1 R ENGINEERING - CHICO. 'CALIFORNIA , SHEET NO. ' dFtCS�'O1' DATE: e)�Z3"�� i BY c— CS 1ao.1� f r „ r ~ " , � Y :; - y' r :, w i TQM.. . I Y _ ' - • � , !� r J + Y + - " • mss. � w • •'F - Y -. rte. 3 .• . BROGUNIER ENGINEERING — CHICO, CALIFORNIA PROJECT:' N V R til �- SHEET NO. Lf ' �fPORTION: im -° DATE: JOB. NO. -4.` Z. e BY . . < � , 3` �` d F.:i D � est. � e..7- 1� tnt •m► a. 1,.,. .- . Z5 �- e + �5 L(.Sr�S � �5 X18 S >i��s: • �s ',t87�. U Yol Y t.e• `a4-a r . p6. _.. _ �.�r- Lt61 W �rG� Q ` . Ck hC 0 N. uOC�a BROGUNIER ENGINEERING - CHICO. CALIFORNIA j PROJECT: PORTION: •� A JOB NO. -z- SHEET NO. DATE: + -Z0 -a BY 91 C5 C�O lb Ila 1 >,' • '5461,. + 1 >rk (N .� _ .. - ter.- .,. _ .. w .- _ .. T+ ,} ._ i• • . f... .- -_ . ,..• . _ ..y _ . 1 . f ' BROGUNIER ENGINEERING - cHIcO, CALIFORNIA "PROJECT: 1\, V M 1), } SHEET NO. �p �. "PORTION: O I G c r S t44 p r DATE: BY C'ICL 7- 1zkwv ba 1 o to(.'• '18 "e 0' Cs v\1 lSoo Y .��� 1✓l QVM rk� C3"r—� �^ t ..7 p o ►L 19 .r 67 S ,,,� } -- \v•c q V ti C CP rS �. G go loa 17, 76" 11460dMaC1010 :7,WS1 O 4- 73 -7 S "7 7 017 IE71 a (4.. M. a i t j MMETAL •WELD ESPECIALTIES-z COVER SHEET SIZE OF SIGN: I X HAGL: 5-1-00 WIND LOAD: ALLOWABLE SOIL PRESSURE: X 0 j-ik4+ STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG (col..loc. _) FULL FLAG (col. 1oc. ) EXTENDED FLAG (col. loc. _) OFFSET ' V -BUILD ANGLE OR 3 FEET (MAX. PENING) BACK TO BACK OR SINGLE FACE FOOTING DESIGN: LLIA IN�. ROUND ( pE-S I �2. 2001 3 ��/.� �s�ti 1, 4 0 ps.t Sc t L-) 9� C 61570 m m SQUARE oc Exp, 06=30-05 �O -VALID ON L 4EN SPREAD WET SEAQr SPECIAL CONDITIONS: o - TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS -1 p4 -C70 s3 HEAD DESIGN- - - - - - - - - - --- - - - - - - H-1t�TTECi®UNTY BUILDING DIVISION TORSION DESIGN - - - - - - - - - - - - - - - T-1 14 rzj H— —"r OVE® COLUMN DESIGN- - - - - - - - - - - - - - --- - C -1 FOUNDATION DESIGN- - --- - - - - - - - - - - _ F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - - - M-1 O o- (A) -00 )=v L�� META JOB TITLE ►` 4-} ML WELD JOB NO. SHT 0;- 11 OF r �J CALCULATED BYS v� DATE Z Ld g,lo ESPECIALTIESz s BY DATE REFERENCE PS- e t >c t CRITERIA SPECIFICATION CODE: 2®O I G nSGi STEEL• ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-538, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE 'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTIV 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. la -(-A ROUND OR SQUARE CAISSON FTG. / ALLOWING LATERAL BEARING PRESSURE. PS ✓ SEE SOIL REPORT OR Q3C TABLE NO. 16-1- So P q • /•P. k4 1T' 4 DESIGN LOADING __ A GTD rZ_ 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 =s SIGN FACE WT. 5/16 DURAPLY -.93751 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND. STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) VELOCITY WIND 70 75 80 90 100 1 110 OVERALLqs '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 19.9 229 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.8 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 29.0 328 41.6 51.2 62.0 80 1.53 27.0 31.1 1 35.1 1 44.6 54.8 66.4 i MMIETAL •WELD MSPECIALTIES-zo REFERENCE HEAD DESIGN FRONT CATWALK JOB TITLE -FC dfl A JOB NO. SSHT. OF12 Q CALCULATED BY �+ C DATE -3`-Z CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. = 20 PSF X 3 X 12 (MAX TRIB) = 720# (4 MEN) <i:�,200 = 800# (4 MEN/LEDGER) L D.L. STRINGERS - 5.8 X 2 11.6 PLF i GRATING - 3.14 X 3 9.42.PLF ,} CONN & MISC 2.58 PLF 23.6 PLF GRATING - SPAN 3'-0" USE JAMICO EXPANDED -METAL GRATING CAP = CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) _ - �a Mmax -'23.6 X 14' + 20 X 3'X 14a' = 578.2 + 1470 = 2048' 2 = ,1024 F 8 8 USE r 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), 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 = 10I " > 3.33 K CONNECTION bESIGN PER AISC HANGER TYPE CONNECTION K Mmax [.02' (3) 12 + .0236 X 12] X 4 + ,009 X 5.5a /2 m 4.149�r (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' - 1.5 + .625 = 2.125" a'•+ b',- 3" p 4.75/2 - 2.375" d' - .625" m 1 - (.625 / 2.375) _ .7368 M m [2.375 (-.25)�" X 36]/8 ,668 (3.24/2 X 1.5 / .668368 1)-1] / .7368 = 3.58 Bc 1.62 [1+\1 + ?7368•) (2.125) 1 a 1.90 KIPS FLANGE b8 X 1.90 X 2.125 X .875))1/2 m .2768 IN25 (2.375 X 36 [2.125 X :7368 (3.0 >. 10% OVERSTRESS USE<3 X 31 1/41X 4 3/4 LONG W/ 1/2" DIAMETER A307 BOLTS Vh,t - 29. TA,► ® 3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS Mmlff ETAL w WELD ESPECIALTIES'= ncrcnov%..c HEAD DESIGN REAR CATWALK (REAR CATWALK DESIGN LOAD JOB TITLE C I JOB NO. SIT _ 2 OF T /' CALCULATED BYy v DATE I'llQ y CHECKED BY DATE SCALE 20 PSF X 2 X 12 (MAX TRIB) - 480# ( 2 MEN) <--200 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 - 11.61PLF GRATE 2 X 2 - (ACT 1.87) 4.0 PLF .MISC. - 1.6 PLF 17.2 PLF GRATING SPAN 2' - 0" USE AMIGO 1.87# GRIPMESH EXPANDED METAL - CAP - CONC. LD @ CENTER OF.SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 X-1/41 (MAX 10' SPAN) MAX = 17.2 X 10 a + 20 X 2 X 14a = 1230' - #/2 - 630- /STRINGER 8 8 Fb - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) LEDGER P = (17.2 X 12) + (20 X 12) - 446.4# _ M - .45 (1.0 + .5) + .009 .(2.5a /2) 703 x USE W6X9 UNSUP LGHT 2'-6" Mcap 11'-x > .703 CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12) X 2.5 + .009 X.2.5 /2 1.7441-K (12' TRIB) P - 1.744 X 12/9.375 - 2.23w- WP .23KWP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE < 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 IIIMETAL •WELD MSPECIALTIES'= REFERENCE TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325NBQ S DESIGN CRITERIA 14 X 48 MAX. TRIB AREA - 8'-0" MAX. UNBRACED LENGTH CANT. LENGTH 14'-0" TRIB LENGTH OF TOP STRINGER JOB TITLE (o7 U 14 4.;o:, 7,e� JOB NO. SKKHT.% , OF CALCULATED BY H `� DATE CHECKED BY DATE SCALE WIND 2 1/2' 3' -3.1/2' 4''4 1/2' S' 20 26" 21" 18". 16" 14" 1311 30 26" 21" 18" 16" 14" 13" 40 20" 16" 13 1/2" 12" 10 1/2" 101,�� 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 1.3" 10 1/2" 9" 8" 7" 6 1/2" H2-H1X2 L3X3X1/4 III MIN A _ .59 IN BOLTS s - .58 IN3 A325N A - 1.44 IN r 1 2" DIAMETER - 1.33 X 4.1 m 5.4'K rX - .93 IN Sia � DIAMETER - 6.4 X 1.33 - 8.5K T( 11s s V,4 - ANG Es ,4' WIND CHORD ANGLE CHORD SIZE BOAT SHBAR PER BOLT TUPEN BOLT A325 PL. THICK MIN WELD FA FB 20 6.3 13.2 E2 1/2X2 1/2X 1/4 3.5 1/2" 1/2" 1/41- 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 S 8" 3 4" 3 8" AXIAL - M - P, X d £a - M/3.5 X A BENDING - TRUSS STRGR Mmax - WIND X SPG X SPCC X SPAN fb - Mmax X 12/5 6 COMBINDED - fa + fb fa (1 --.La) �7 (16.33 KSI 70 KSI L3 X3X1/4 N N 4� CgOSS ?-,ppcE= N (W44pa� P-gQID -fit ,eA G,k0S5 H2ACF- (fb) < 1.33 o N Ly �21.6 KSI ,L 3 X 3 X 1/4 yy1111'1 "J. I"N BOLTS - SHEAR - M/3.5 X 3 BOLTS + DL/3 X 2 Ti PE N J (PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) WELDING SHEAR m Mmax X 12/10" ZD' X 9 X 2 X 1.33 i q r MMIETAL • WELD NSPECIALTIESZd REFERENCF 14 X 48 6 UPRIGHTS CONN. CMS FF, SFS im DF JOB TITLE I -rkt JOB NO. SHT.I�a OF CALCULATED BY DATE CHECKED BY DATE ------- SCALE SCALE 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 o (30 PSF WIND) X 8 X 142'/2 a 23.52'-K-/2 e 11.76'-K/UPRIGHT (40 PSF WIND) e 15.671-K (50 PSF WIND) e 19.59`-1- (60 PSF WIND) 23.52"K (20 PSF WIND) m 7.84''I< SINGLE FACE OR "V" BUILD Mmax (30 PSF-WIND) X 8 X 142 /2 m 23.52'-t"/UPRIGHT (40 PSF. WIND) 31.34'-V_ SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18'-K IN CONN. BELOW OR (60 PSF WIND) 47.04'-" 1/4" GUSSETS (20 PSF WIND) 15.681'•` NBRACED LENGTH" I UPRIGHTS 4' '5' 6' / 1/3 W6 X 9 14.6 13.3 13.3 TRESS W8 X 10 21 18 16.7 NCREASE W12 X 14 36.7 34.3 32 7' 8' 9' 10' 11' '•,/4 12.7 11.3 10 8.7 8 1/4"Ft-- 15.3 14 12 10 - 1/2",� 28.7 25.3 22 '18 - 0 81.7 81.7 81.7 75.3 70.7 0'ITS CONNECTION CENTER MOUNT, FULL FLAG, DOUBLE FACE OP -- DESIGN FOR 51NGL.E UPRIGHTS Mmax X 12 0 2T (20-1) + 2T (24") .Mmax - MDL + Mt4LNr> r"�-- TENSION SHEAR/BOLT m 3.6/8 m .45K NEGLIBLE TOTAL A I SG �Pw�NT � ° Mi►J. SEE WEB THICK '•,/4 PSF 2.8 1/2"et- 4 X 1.33 1/4"Ft-- I' � �-3 1 +. - �l PSF 4.2 1/2",� 4 X 1.33 1/4 F�_ 3/16 0 PSF 5.6 1/2"c� 8.7 X 1.33,. 0'ITS fL 1/4 .4" y PSF 7.0 1/2"08.7 ISC WEB STIFF INSTEAD USE 5/8 ",� - A307 WELD TORSION VDD- 1.94 VWi,JD o 56 K 1.9'_+ 56" m 57.9" / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF ND T BOLTS A307 FLANGE W/ W 1 3 INCR 1 3 INCR WEB THICK 20 PSF 2.8 1/2"et- 4 X 1.33 1/4"Ft-- 3/16" 30 PSF 4.2 1/2",� 4 X 1.33 1/4 F�_ 3/16 0 PSF 5.6 1/2"c� 8.7 X 1.33,. 5/16 fL 1/4 50 PSF 7.0 1/2"08.7 X 1.33r- 5/16 �. 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- 1.94 VWi,JD o 56 K 1.9'_+ 56" m 57.9" / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMIETAL • WELD MSPECIALTIES'= -cv L;n ClVl,G X 48 6 UPRIGHTS CONN. CM, 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 �Ll 144✓A. 'JOB N0. SHT. � ^F2 Of CALCULATED BY G DATE CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X.8 X 142 /2 v 23.521-K /2 - 11.76'1K /UPRIGHT (40 PSF WIND) 0 15.671-K /UPRIGHT (50 PSF WIND) - 19.591" SEE MIN. FLANGE THICK. (60 PS7 WIND) - 23.521'K IN CONN. BELOW OR (20 PSF WIND) m 7.84'-4 1/4" GUSSETS - 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 0 23.521'4 /UPRIGHT (40 PSF WIND) 31.34'-4 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.181-1- IN CONN. BELOW OR (60 PSF WIND) 47.04i1`- 1/4" GUSSETS - (20 PSF WIND) 15.68"- 13.3 NBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 LENGTH r° UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' / 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 lluvNturluN CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 e 2T (20").+ 2T(2411) Mmax =•MDL + MI..UwD TENSION 2 SHEAR/BOLT m 3..6/8 0 .454 NEGLIBLE TOTAL &,1c�G F= LA 144,9 7IANGER DESIGN c-AISC WEB STIFF U pRl6,PT see A,avV�, Marl. bo L -Ts 2Y-411 &AGE Ham• IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIO 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 •►� INSTEAD USE 5/d1- A307 WELD TORSION VpL-= 1.94 V W 1 tip - 561" 1.9"+ 564 m 57.9K / 2 X 3.71 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL • WELD SPECIALTIEN REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-0" JOB TITLEi- ' T JOB NO. SHT. / ' OF CALCULATED BY - r� DATE CHECKED BY DATE 20 SCALE DESIGN FOR SINGLE UPRIGHTS (M VL. + Mw) 'X 12 m BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - .(30 PSF WIND) X 8 X 142 /2 m 23.52'_'/2 =:11-.761-" /UPRIGHT (40 PSF WIND) 15'.67 (50 PSF WIN)D) 19.59 (60 PSF WIND} m 23.52 (20 PSF WIND)_ a 7.84' SINGLE FACE OR "V" BUILD Mmax - (30 PSF WIND) X 8 X 14� /2•- 23.52'_'/UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 UNBRACED ' T BOLTS W 1 3 A307 INCR CENTER MOUNT, FULL FLAG, V -BUILD � WEB THICK 20 PSF DESIGN FOR SINGLE UPRIGHTS (M VL. + Mw) 'X 12 m 2T (20") + 2T (24") LENGTH UPRIGHTS 4' 5' 6' 7' 8' 9' 10' ill PSF W/ 1/3 W6 X 9 14.6 .13.3 13.3 12.7 11.3 10 8.7 8 5/16 STRESS W8 X 10 21 18 16•.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 •34,.3 32 28.7 25.3 22 18 - - W12 X 26 89.3. 89.3 89.3 81.7' 81.7 81.7 75.3 70.7 CONNECTION ' T BOLTS W 1 3 A307 INCR CENTER MOUNT, FULL FLAG, V -BUILD � WEB THICK 20 PSF DESIGN FOR SINGLE UPRIGHTS (M VL. + Mw) 'X 12 m 2T (20") + 2T (24") 1/4" SHEAR/BOLT.- 3.6/8 - .45k NEGLIBLE 4.2 uP TOTAL 3/16 Mp,, e MDL + Mwind PSF 5.6 1/2" 8.7 X 1.33 5/16 ASIC HANGER DESIGN G RISC WEB STIFF .W � 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 1/21, 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 sPp_S�A De f - fp, -lvg . MIN. r,,o L'is - Z I/O MAX• �Al� MMETAL • WELD ESPECIALTIES-'j= 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 i4.' -O" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE JOB HO. SHT. OF CALCULATED BY DATE ?J f?'•"'� CHECKED BY I DATE SCALE Mmax (30 PSF WIND) X 8 X 142 /2 - 23.521-x/2. m 11.76!-K/UPRIGHT• (40 PSF WIND) 5/16 -.15.67 (50 PSF WIND) 5' a 191:59 (60 PSF•WIND) 9' 10 - 23.52 (20 PSF WIND} 13.3 = 7.84, SINGLE FACE OR "V" BUILD 10 8.7 8 Mmax (30 PSF WIND) X 8 X 14¢ /2 m 23.52'_''/UPRIGHT 16.7 (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 89.3 UNBRACED 3/16 WIND T 1 1 1 20 PSF 1.6 1/2"6 4 X 1.33 5/16 x3/16 LENGTH UPRIGHTS 4( 5' 6' 7' 8' 9' 10 11' W/ 1/3 ' W6 X 9:. 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 10 - INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 112 2.2 18 - 21/4' 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 pL+ M�y X 12 = 2T (20") + 2T (24") 2- SHEAR/BOLT - 3.6/8 - .45 K NEGLIBLE _ TOTAL Mmax= MPL-t- Mwind BOLTS A307 FLANGE W/ ( WEB I u r r- 3/16 WIND T W l 3 INCR 1/4 20 PSF 1.6 1/2"6 4 X 1.33 5/16 x3/16 ,1 30 PSF 2.4 40 PSF 3.1 X 1.33 X 1.33 (, HANGER -�_ �-y4e 50 PSF 4.0 X 1.33 - Q 60 P5F 4.7 X 1.33 - i 21/4' hll�s.X • C��� . 3/16 3/16 1/4 1/4 5/16 5/16 x3/16 %tAISC �AISC (, HANGER WEB CONNECTION STIFF nGr CI"1 CIVliC L 3 X 3 X 1/4 STRINGER JOB TITLE JOB NO.-'('S/HT'. � -4 OF p CALCULATED BY �+=C_ DATE 3/, • `� CHECKED BY DATE ------- SCALE DESIGN CRITERIA ^ -A Y. 1 Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 'ALLOW STRESS 36 KSI w m Mmax X 8 MAX SPACING a W/ WIND LOAD SPANa' (FEET) BIAXIAL BENDING WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 IN3 WT- 4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND SPAN OR MAX. MAX SPAN OR MAX MAX SPAN OR MAX ; 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 Mmm'ffETAL n. WELD ESPECIALTIESZ REFERENCE 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE /,, S r , I �TG15 JOB NO. SHT 4� J C ✓ OF CALCULATED BY �: r ` DATE !-�2'. _ L 4, CHECKED BY DATE SCALE SPREADER BM TRIB 8'-0" DEAD LOAD a FACE 2.5 X 8 X 17.5 = 350 1. 507 STRINGER 4 X 4 X .9 X 8 a 157 L. - (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 = 385 (.385) (CANT + .5) + ,188 (CANT + 4) CATWALK (23.6 + 2 X 17.2) 8 464 275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2..5) = 95 rt SEE SHEET H3 Mmax ONE UPRIGHT 1451# M7 m MWi�p + M T L6r; 5, 10�ftl 20' 25' 30' 35' WIN M M M M M M M M Mr M c Mw Mr M t Mw Mr M c M` 20 PSF 9 16 25 16 do 39 30 do 46 38 do 54 45 do 61 52 da 30 PSF I 24 33 47 ! I -540 PSF 31 40 5461 I 6976 50 PSF 39 48 6260 PSF 47 56 �- 70 r. .. 77 �% 11- 85 NOTE: CONNECTION BELOW FOR MIN. FLANGE BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS BEAM W12 X 14 UNBRACED 5' 10' 33 20 LT 15' - D. . 5' 10' .05 .35 L. DEFLECTION INCHES 15' 20' 25' 30' - - - - 35' - CANT LENGTH M aL./ CANT = DL = P(CANT X 121 3(29,500) IgM INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 1 28 - - .24 - - - - - W12 X 22 61 1 40 - - .20 .65 - - - - W12 X 26 89 1 74 56 - .15 .49 - - - - W12 X 30.103 94 68 - 13 .42 - - - 2 5/16 W12 X 35 121 110-1 104 - .11 .35 - - - - W12 X 40 137 126 1 126 F=F.10 .33 .75 - - - s'PR �AD'GK- CONNECTION CENTER MOUNT, FULL FLAG V -BUILD SEs A30VE Ff� sl fit; 3u� 1=4r 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 FL-AN)bE -r*Ck f Sl(�fJ • (5"�� �XNC�E12 CONN D Si�N Z- A 6ol-TS P: TS (S ToTd�� 2is Ll t40 ) L." Fa 10114p -ToRsioN i -ii N. &:e,l�i WIND T- B F T B F T B I F V T B F T B F T B F 20 3 .11/2 1/4 3.8 -1 Z2 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 5/16 4.8 5.6 6.5 5/16 7.4 3/8 8.3 40 4.8 5.6 6.5 7.3 3/8 8.2 I 9.1 50 5.8 6.6 ! N% 7.4 I 3 8 8.3 9.2 10.1 7 16 60 6.7 -r �+- 7.6 " 3 8 8.4 -� 3 8 9.2 10.2 7 16 1l 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT CAP = 8.67 X 1.33 = 11.56r -/BOLT MNIETAL •WELD SPECIALTIES REFERENCE JOB TITLE T 1,445 JOB NO.--_ SHT. �_ I Op d CALCULATED BY a DATE CHECKED BY DATE - SCALE ION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 OI w iN D ISL 2 wilip 14 X 48 - BACK TO BACK KLF 1P PpL. — HEAD WT CM. .406 F.F. .463KL< p (INCLUDES TORSION)- 17' - 6" ZTo(ZSIDN PW — WIND LOAD (PSF) 2 X HEIGHT MOI — POL. (KLF) [ (d- (dl + COLO ) ] /2 Mb—j Mw,k + m 2 & Mw - Pw (KLF) [(d - (di + COL/2 Mb- Mw_ + M_ 2 I M -t- - (HEIGHT -1 1/2) (Pw X (d-(di+COLgI ) 2 2 COMBINDED LOADING M4, + (Mt )a < 1 FOR 1" Mbw 4C,—f PSFL EFLECTZON m;.n. /' to DEAD LOAD WIND "d" Mw.FMw.M o. �jtr M �$n��+ CAP 20 0 354 4 69E 58 114 IN' 27814 BOLT 1 1/4 PL FLANG 5 301 393 495 105 19823 1 1/8 15/16 7/8 10 233 290 372. 93 11316 - 1 3/4 15 174 211 273 80 — 7/8 11/16 I 20 123 146 191 67 - 3/4 1 3/4 5/8 24 89 103 136 57 - 1/2 1 3/8 1/2 30 0 531 469 708 171 27814 1 3/8 15/16 1 5 452 393 599 158 19823 11/4 7 g 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 15/8 9 16 40 0 708 469 849 228 27814 5 602 393 719 210 19823 1 1/2 15 16 10 466 290 549 186 11316 1 1/4 7/8 15 348 211 407 160 - 1 1/8 13/16 20 246 146 286 134 - 1 3/4 24 178 103 206 114 - 5/8 1 3/4 50 0 885 469 1002 285 27814 -5/8 5 753 393 849 263 19823 10 583 290 651 233 11316 1 3 8 7 8 15 435 211 483 200 - 1 1 4 7 g '" 20 308 146 341 168 - 1 1 8 13 16 24 223 103 246 143 - 3 4 2 11 16 60 0 1062 469 1161 342 2 814 I 5 904 393 986 316 19823 10 700 290 758 280 11316 1 1/2 15/16 15 522 211 563 240 - 1 3/8 7/8 20 370 146 398 202 - 1 1/4 13/16 '`� 24 2b8 103 2871 172 - 3 4 3/4 C O L..- 5�2 BOLTS(D MAX T—(Mo../d.;I. X 6 )+MT/d, X 6 V (Mwj /dj /2 X 12)+P,,,X d/12 2 T-Mw.,-(MAX)+Moi /d�X 6 V-P,,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 It REQ -6M/27 T1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" wroTTF* ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 MMETAL •WELD ESPECIALTIES'= JOB TITLE I c:!5 T 14-* . 5 JOB NO.-_SHT OF CALCULATED OY — �T` DATE CHECKED BY --_DATE SCALE REFERENCE ORSION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 PSF 22 WlttP 14 X 48 - 15' V U1 Ppi m HEAD WT CM. .445 Kt -F F.F. .502 kL•F (INCLUDES TORSION) P WIND LOAD (PSF) X �� �- !or HEIGHT MDL.— PDL.(KLF) [(d -(di+ COL::�)]2/2 Mb= 2 Obi IND MI,JI o P b1 (K -F) [ (d- (dl+ COL 0)117' /2 Mb= Mwz + MpL_ 2 M -f m (HEIGHT -1 1/2) (Pw X (d- (d, +COL5:--,4 Vi COMBINDED LOADING M + (Mt )� < 1 00 ° Mb CANP FOR 1" DEFLECTION DEAD LOAD-,GhP I�4 N l ARS �T o CAP Mw, w Mw Mo M MT iN R'Ti� 1>J BOLT PL FLANGE 0 347 38'497 606 113 28 - � 825 1 1/4 15 16 dz=2. --- -- 3S-6-1>DL E ro �g 10 f� ��� �a — tS 1 16 I 20 117 21 155 194 66 — 3 4 1 3 �15 8 `V 3 .7 86 1 R 11(1 1 D I cc I — 1 , - .^ . .,. 4 A---32-5 c o l..— 5Yz 11/16. BOLTS 01 MAX2 T-(MpL,/d2 X 6)+Mf/d, X 6 V-(Mwl./d,/2 X 12)+PWX d/12 20 T-Mw,,(MAX)+Mc,,,/dZX..6 V -PA X V/12 BOLTS TALL -(55 X 1.33 - 1.8-fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X _5_ _ t REQ - 6M/27 X 1.33 X b� FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" kll D -f *r ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 1 5/8 9/16 2 15 16 4 7/8 8 113/16 3/4 1 3/41 5/8 8 7/8 4 7/8 8 13/16 2 11/16 2 15/16_. 8 7/8 4 13/161 MMETAL •WELD ESPECIALTIESO= REFERENCE JOB TITLE G `� JOB NO. SHT �_ OFA_ CALCULATED BY C DATE 3 CHECKED BY—�� DATE SCALE ION 20' V CONN, 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 C�oL. —� ZO lel I KD 14 X 48 - 20' V N --ob Pp' - HEAD WT CM.= .460 F. �i (INCLUDES TORSION) "-'- To(LsIOh{ P I„ - WIND LOAD (PSF.) x 'MPL- P pL (KLF) [ (d- (d I+ COLO ) J2/2 2 MWI - PW (KLF) [ (d -(dl+ COL4,) j2 /2 01�11ND 2 d _ _ M -r - (HEIGHT -1 1/2).(Pw X (d-(dI+CO 2 COMBINDED LOADING M b + (Mt OR 1" DEFLECTION DEAD LOAD Mtn P S F WIND "d"j33�18�4;8 M LAP.6E M MlN MPH " CAP 20 0 499 603 M 112 NJm N4 28230 BOLT PL 1 1 4 FLANG 5 286 44 409 499 103 19600 1 1/8 15 7/8 16 10 220 39 308 379 90 11336 1 3/4 I 15 162 33 223 276 77 11/16 ' 20 113 28 152 189 65 — 3/4 1 3Z4 5/8 yl 3.5 85 24 111 140 56 — 1 3/8 1/2 30 0 507 72 499 711. 168 28230 -1/2 1 3/8 15 16 5 429 66 409 592 155 19600 1 1/4 10 330 59 308 451 135 11336 1 1/8 .-7/8 13 16 15 243 50 223 330 116 — 1 20 170 42 152 228 98 — 1 1 _-3/4 11/16 3.5 128 36 111 169 84 — 5/8 1 5L8 9/16 40 0 676 96 499 840 224 28230 5 572 88 409 703 206 19600 1 1/2 15/16 10 440 78 308 537 180 11336 1 1/4 7/8 15 324 66 223 393 154 — 1 1/8 13/16 20 226 56 152 272 130 — 1 3/4 3.5 170 48 111 203 112 — 5/8 1 3/4 5/8 50 0 846 120 499 982 280 28230 5 715 110 409 823 258 19600 10 1550 98 308 630 225 11336 1 3/8 7/8' 15 405 83 _701152 223 462 193 — 1 1/4 7/8 20 283 321 163 — 1 1/8 13/16 23.51 213 60 111 240 140 — 3/4 2 11/16 60 0 014 144 499 1130 336 28230 5 858 132 409 950 309 19600 10 660 118 308 728t 1 270 11336 1 1/2 15/16 15 486 100 223 535 231 — 1 3/8 7/8 20 339 84 152 372 195 — 1 1/4 13 16 . 3. 51 255 72 111 =8 168 — 3/4 3 4 F.=. 517 I1- !o HEIGHT Mb= IZ + MDL.?- Mb– DL?Mb– Mw2 + MpL )2<1 �0 oe _ :>1�4A 0 0 0 o SGLD C - o [ZS I d Irl �437�i �oL.-rs BOLTS O1 MAX T=(Mm/d2X 6)+MT/dIX 6 V–(Mwl /d.1/2 .X. 12)+PWX 'd/12 2 TmMwz(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 6M/27 X 1.33 X b' FLANGE -SEE HANGER CONNECTION RISC - USE 4 3/4" Wip-r-t ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 BIMETAL • WELD ESPECIALTIESZ RFFFRFNrG JOB TITLE f�7 j4 4-0) B, JOB NO. SHXT �� OF_, CALCULATED BY �J G DATE J /� CHECKED BY DATE �— SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 v WIRD 14 X 48'- 30' V rn P=L - HEAD WT CM. .507 F.F. .566 (INCLUDES TORSION) To(2sjoN Pv� - WIND LOAD (PSF) x d c In'- �I HEIGHT MpV- P;,L_(KLF) [(d -(d!+ COL4�)j2/2 Mb- MW- MD - 1 _ 2 Ow I(4D Mw' - P y1 (KLF) [ (d- (d, + COLO, j Z /2 Mb- Mw2-+ MpL- 2 c qs M T -.(HEIGHT -1 1/2) (Pw X (d-(d�+COLO) 2 2 COMBINDED LOADING Mb + (Mt )2 < 1 ^�ro"M lit r.nr,v .. M b G/y,n M LrE D PSFW. --- — ...viiva� Mo��( LaiL1L LVtiL CAP IND '°d" Mw Mw M M nE ! N� BOLT PL FLANGE 20 0 `5 318 71 514 604 10827320 1 1/4 15/16 268 65 425 502 99 19029 1 1/8 7 g 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 13/4 5 8 22.8 79 36 116 152 54 — 1/2 1 3/8 1/2 30`= 0 477 107-514 701 162 27320 1 3 8 1 5 402 98 425 585 149 19029 1 1/4 7/8 10306 86 317 441 31 10796 1 1/8 13/16 ' 15 222 74 227 318 111 — 1 3/4 2�O 153 60 153 216 92— 1 11/16 i2.8'1719 54 116 170 81 5/8 1 5/81- 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 M122.8 15 296 98 227 373 148 — 1 1/8' -7/8 13/16 20 204 80 153 255 122 — 1 3/4 158 72 116 196 108 — 5/8 1 1 3/4 11/16 50 0 795tl 77 514 947 270 27230 5 67062 425 793 247 19029 10 51042 317 600 217 10796 1 3/8 7/8' 15 370 122 227 434 185 — 1 1/4 13/16 20 255 100 153 293 153 — 1 1/8 22:8 197 90 116 229 135 — 3/4 2 —3/4 11/16 60 0 954 213 514 1084 324 27320 5 804 195 425 909 297 19029 10 612 171 317 689 261 10796 1 1/2 15/16 15 444 147 227 499 222 — 1 3/8 7/8 20 306 120 153 342 184 — 1 1/4 13/16 -4' 22:812371108 116 264 162 — 3 4 3/4 S��tre To (-11-Io til BOLTS@ MAX T-(Mph/d2-X 6)+M- /d! X 6 - V=(Mwl./d!/2.X 12)+Py„X d/12 2 T-Mw?(MAX)+MpL./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 9 FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" W!DT-k ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 '80 MAX. BOLT TENSION MIN. FLANGE THICK STIFF. WELD 14 26 5 8 10 1 2 1/4" 22 31.5 11/16 3/4 30 37 3/4 43.5 13/16 50 78 5/16 58 66 15/16 1 4p ---3 5/16 'V81 30 40 5/8 10 X 1/2 11/16 1/4" 50 3/4 '80 15/16 90 1 14 1/2 8 X 1/4 •18 9/16 22 5/8 26 3/4 30 7/g 1/4" ALT --, 5-rIFF ft. BOL 5Y1 f 9)M JOB TITLE - FS JOB NO. SHT. OF CALCULATED BY L DATE M?/gtb CHECKED BY DATE SCALE PS W L•. 5fl Ff bpi. "i MMETAL •WELD MSPECIALTIES' ocrrnru,.e- COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) a T X 2,, REQ o M X 6 27 X 1.33 BOLT _I TEN. !M (PLATE) a T X 4.5/6 IM /W - 11-K/INCH tREQ M X 6 27 X 1.33 FULL FLAG ?,oL-7S lo, CAP CAP PLATE - STIFFNER K WELD THK WEL] 2 3/8 1/2X8 1/411 8 3/8 •1 2X8 1/411 4 3/8 1/2X8 1/411 8 3/8 1 1/411 8--32-8 --1/2X8 1 2X8 1 4" JOB TITLE JOB NO. SHT. T -7; OF p CALCULATED BY C DATE LGL CHECKED BY DATE SCALE MMETAL • WELD ESPECIALTIESZd 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 - Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE JOB NO._S'''HT.. G� OF r CALCULATED BY �''��J/= DATE CHECKED BY DATE SCALE MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb = Mwf'+ MDI OR Mw2 + MDL D � p �'j'D �S I O N (GREATER NUMBER) a- FL1L.L O y�l (�(D Nit - Mwl - SHT T-1 Mb + (Mt ) < 1 f: LA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL 14 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 3541 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 0 1 1639 0 1469 1705 708 20 0 483 0 469 673 354 5494 45 0 1807 0 469 1867 708 w' I 25 0 567 0 469 736 354 8585 SO 0 1975 0 469 2030 708 34340 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469 872 354 16827 ! 10 0 788 0 469 917 885 � 40 0 819 0 469 944 354 21978 15 0 998 0 469 1103 885 45 0 903 0 1469110181354 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 469d53531 343 30 0 1628 0 469 1694 885 I 10 0 473 0 469531 i 35 0 1838 0 469 1897 885 ' 15 0 599 0 469531 40 0 2048 0 469 2101 885 W 20 0 725 0 469531 45 0 2258 0 469 2306 885 34340 25 0 851 0 469531 �' S0 0 2469 0 469 2513 885 343 30 0 977 0 469 531 60 5 0 694 0 469 838 106235 0 1103 0 469 531 i 10 0 946 0 469. 1056 1062 40 0 1229 0 469 531 15 0 1198 0 469;1287 1062 45 0 1355 0 469 1434 531 20 0 1450 0 '469'1524,1062 50 0 1481 0 469 1553 53'1 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 0 799 0 4691 926 7081 40 0 2458 0 .469 2502 1062 ' 20 0 967 0 46911075M81 45 0 2710 0 469 2750 1062 �' 25 0 1135 0 4691122817081 50 0 2962 0 469 2999 1062 34340 55 - 100' HAGL F 14 X 48 BACK TO BACK X WIND X HEIGHT 17'-6" ` • Pw2 m V X WIND X HEIGHT Mwl — Pwl (AT GROUND Mwl — Pw2 (AT GROUND X (HAGL LEVEL) X (HALL LEVEL) + HEIGHT) 2 +HEIGHT) 2 O WI N> MDL — Pdl X TORSION (AT GROUND LEVEL) LENGTH/2 Mb — Mwlz + MDLF OR Mw2 + MD JOB TITLE C /4 4� n v JOB NO,----- - SHT. Of CALCULATED BY G p /- DATE 3 �2 Gly CHECKED I3Y --------� DATE -� SCALE L T� jZS I O (GREATER NUMBER) FULL O j,�(Ir(p Mt — Mwl _ SHT T-1 Mb • FL�4f� Mb CAP + HAGL — HEIGHT ABOVE -GROUND LEVEL LOAD -NEGLECTED Mt CAP DL DEFT. 4 I4 FOR 1" DEFLECTION MMETAL •WELD ESPECIALTIES-'j ncrcnc�.�.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" JOB TITLE - -20C I44 14 `/ JOB NO. SSHT.(f- :L OFTTQ� CALCULATED BY _yL�_ DATE CHECKED BY DATE MDL Mb. Mt 499 595 338 630 SCALE WIND 40 HAGL 30 35--1 Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl m Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 MDL e Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) 2O bc11 N DMb m Mwl?+ •MDL OR Mw2 + MDL i (GREATER NUMBER) pyo L.To�sio�l� Mt - Mwl - SHT T-1 Mb + (Mt )2< 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL o HEIGHT ABOVE GROUND LEVEL �I4 FOR 1" DEFLECTION WIND 20 HAGL d 5 0 10 Mwl 231 315 Mw2 96 131 MDL Mb. Mt 499 595 338 630 DL DEFL I4 365 1461 WIND 40 HAGL 30 35--1 d Mwl 0 1303 1471 Mw2 54!2 612_1502 MDL Mb 499 1395 D Mt 676 DEFL 1 I4 15 20 399,166 483 201 665 700 3288 5846 40 45 1 1639 1807 68 75 1713 1875 25 30 35 40 45 567 651 735 819 903 236 271 306 341 376 755 820 888 959 1032 9134 13153 17903 23384 29595 50 50 5 10 15 20 11975 578 788 998 1208 79.8 24 32 415 503 2037 764 - 933 1116 1307 846 36537 365 30 50 5 9'87 347 399 144 1106 643 507 36537 365 25 30 1418 1628 590 678 1503 1703 10 473 187 696 11A 35 1838 765 1905 15 599 249 78040 2048 85 2108 20 725 302 880 45. J 2258 94CI 2312 25 851 3541 987 50 2469 '998 2519 136537 30 977 407 1097 60 5 694 288 1 855 10141 365 35 1103 4591 1211 1 10 946 393 1070 40 1229 5121 1326 15 1198 498 1298 45 355 564 1444 20 1450 603 - 1533 50 481 599 15631 36537 25 11702 708 1774- 40 5 463 192 691 676 365 30 1954 813 2017 10 630 262 804 35 2206f-91.8 2262 15 799 332 942 40 2458 102 2508 20 96714021 1088 45 2710 1128 12756 25 L1351472 1240 50 2962 llc)7 13004 36537 MmmmETAL •WELD ESPECIALTIES'= REFERENCE COLUMN 55 - 100' HALL 14 X 48 20' V Pwl= W X WIND X HEIGHT 17'-6" Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE - 1:20C 14 4y - O JOB NO._ SHT. ` / OF =L2� CALCULATED BY �f�'G DATE� CHECKED BY DATE SCALE Pw2 V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) •17'-6" (AT GROUND LEVEL) 2 MDL o Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) - MbMw12 MDL20R Mw2 + MDL ( GREATER NUMBER) FULL Oj-lI c> Mt ® Mwl - SHT T-1 Mb + t`LA& Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL - HEIGHT ABOVE GROUND LEVEL . __-,I4 FOR 1" DEFLECTI DEFL 4 IIiMETAL • WELD �i9SPECIALTIES= occcoc.— COLUMN 5' - 50' HAGL 14 X 48 30' V i ! JOB TITLE JOB NO._ SHT. (f-/ OF l Gf _ CALCULATED BY �- DATE `2! `l/am CHECKED BY DATE SCALE Pwl a W X WIND X HEIGHT Mwl — Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl = Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 coL. MDL — Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) O2 1+c�I ND Mb Mwl�+ MDL? OR Mw2 + MDL O =0 �'ro X510 (�i ( GREATER NUMBER) FI1l.L O) j.�(Ir�D Mt ® Mwl - SHT T-1 Mb + (Mt f< 1 LA& Mb CAP Mt CAP A - HALL =HEIGHT ABOVE GROUND LEVEL L LOAD - NEGLECTED � I4 FOR 1" DEFLECTION �_ IflMETAL •WELD SPECIALTIES= HEFEHENC:E COL ' HAGL 14 X 48 101 JOB TITLE 3004 r3O JOB N0. SHT. C-/ OF o CALCULATED BY DATE CHECKED BY DATE SCALE Pwl W X WIND'X HEIGHT Mwl a Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl — Pw2 X (HAGL.+ HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL — Pdl X TORSION LENGTH/2 O WIND (AT GROUND LEVEL) Mb Vmwi a + MDL?OR Mw2 + MDL 0= DTO�S�p� (GREATER NUMBER) Mt — Mwl - SHT T-1 Mb + (Mt )2< 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL —'HEIGHT ABOVE GROUND LEVEL 14 FOR 1" DEFLECTION IND HAGL d Mwl Mw2. DL Mb DL DEFLDL t I4 WIND HAGL d w2 DL Mb DEFL IMt'14 20 55 0 1071 66 514 1188 318 45538 40 80 E2983 01863 514 3027 63660 1155 72 126 54195 85 1968 3193 65 12391 77 134 .63603 90' - 3319 2073. 3359 70 1323 827_1419 73765 95 348 2178. 3525 75 1407 879 149P 84679 100 365 2646! 369T 15054 80 1491 93 157 96346 50 55 2671673 2727 795 4553 85. 1575 98 165 108765 60 288 1805' 2933 90 1659 103 173 121937 -65- 309 1935 3140 95 1743 1089 181 135863 70 330 2067 3348 100 1827 1323 1898 150540 75 351 2198 3555 30 55 1607 1004 1687 477 45538 80 3728 2330 3763 60 1733 1083 1808 85 3938 24601 13971 65 1859 1161.19291 90 4148 2592 14180 70 1985 124 2050 ki 1 95 4358 2723 4386 75 2111 1319 2173 100 4568 3308 4591 5054 80 2237 1398 2295 60 55 3214 2007 3255 954 4553 85 2363.1476 2418 1 60 3466. 21651 3504 90 2489 155,6 2542F 65 3718 2322 3753 95 2615 163 2665170 397 2480 4003 100 2741 1985 2789 150540 75 4222 2637 1253 40 55 2143 1338 220 636 45538 80 "74 2785 •1503 60 2311 1443 2367F 85 4726, 2952 4754 65 2479 1548 2532 90 497d 3110 5006 70 2647 1653 2696 95 523 3267 5255 75 2815 11758 286 100 54821 39691 15506 5054 IIIMETAL a. WELD MSPECIALTIES' REFERENCE ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND --------------- J08 TITLE-?/-) RF J44;C3 JOB NO--_SSHT. / OF y CALCULATED BY v �G DATE �I G CHECKED BY DATE SCALE - 200 """�""'• a = a k +j 1 + 4.36h ) WHERE A e 2.34 P Pm 25.2 2 LATERAL SOIL: Pall - 200 A PSF/FT S1 b (CLAY, SANDY CLAY) b: (SEE BELOW) h- H.A.G.L. BEARING + 17.5 (PER GAC TABLE) (� -A, Pall Pall m 300 PSF/FT (SAND, SILTY SAND) S1 ® Pall(A) m 400 PSF/FT (SANDY GRAVEL) 31.33 Pall m 800 PSF/FT (SEDIMENTARY.ROCK) SS d - 4' MAX-FOR-COMPUTINGCR. SI 3 MMETAL • WELD MSPECIALTIESZd QCCC O c k - CUBE FTG WITH REINF. 14 X 48 FF B/B SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BARING P 400 PSF/FT (SANDY GRAVEL) FORMULA - d A (1 + 1+ 4.36h WHERE A - 2.34P (PER (8C) 2 A S.b M e 4691-k p m (20) h a M9� /pt (30) —e TOR5io�1 P2(40) *S@ 12�olc E. W ,Ei4. DACE (50 ) R �v� rH CTvp LENGTH X WIDTH X DEPTH 1-31, r -'Air PI P2 25.2 15.75 33.6 21 42 26.25 �c /4 4, JOB TITLE -- JOB NO. S{H}'T/�_ OF CALCULATED BY 2 �/ 7, C, DATE CHECKED BY DATE SCALE PI P2 25.2 15.75 33.6 21 42 26.25 Mm"ETAL • WELD SPECIALTIEN CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) P 2 LATERAL SOIL BEARING P — 400 PSF/FT (SANDY GRAVEL) FORMULA - d A. (1 + 1+ 4.36h WHERE A o 2.34P (PER CBC) 2 A S.b M 5141-K 26.25 h (Mol. + MW/P2 P (20) _ 471 Z- (30) (40 ) 11 - -rW'. F-�9.�AGE (50) p �p) (60) -,LENGTH X WIDTH X DEPTH 15 JOB TITLE -4C- T 4449 P 2 JOB N0. SHT. 14::-1 OF CALCULATED BY �G DATE CHECKED BY DATE 25.2 SCALE P, P 2 16.8' 10.5 25.2 =15.75 33.6 21 42 26.25 ntiul, Zu rbr su rsr' 40 PSF 50 PSF 60 PSF 5 X8Xll 8X8Xll 1/2 8X8X12 10 11 12 .13 . 15 112 1212 .1312 20 12 13 `'14 25 8X8X10 12 13 1/2 14 1/2 30 1212 14 1512 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 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 •AN. .^..fit .1; u T' ' >� ,REFERENCE JOB TITLE P I C4P% G 17 1 e7�•' JOB N0. SHT. M- I OF CALCULATED (lY DATE -^'-1-'- • CHECKED BYE! DATE i SCALE GA•P/.L- G I 'r i rs S 'FO r. 5= r(D14-Di) W H5 P. r. DI a 0. 32 D, :5= :SD ,. F6= .-M Fj OF °/r.� 33001E '30 F 6 'rZT +- ( Ir 13000 > `%r > 330% � D F� 3 ; •� StitESg 1•uC(tE/►SE) ;,M6 • CAP SxF6x1.33 372.8 14.0 534.8 D l �•.FY= -�' F I /7" 6575 R 9az CIF F`� /s C VD � F: Y3 / 79.5• LAm-EP,. •or- . 2-3 goo It boo I ori _ yD C �/ r) �q �IT�3/? _ lI CIF a�T. 6s75 kNfl 49 Z / l F� 41s ('LID) /s 4 'Mt Fy C2=) .. (STF1655 IVGREASE) ; 2897 20.2 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 #/ft* '30 0.250 35 17:.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 35 213.8 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 1.18.8) 30 0.406 35 275.5 4133 25.2 769.6 14.0 855.1 UNLTD 128.5 ; ••30 0.438 35 296.3 4445 25.2 1 827.6 14.0' 919.5 UNLTD 138.4 .•30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0:500 35 336.1 5042 '25.2 938.9 14.0 •1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9 -•30 0.625 35 414.9 6224 25.2 1158.9 14.0 1207.7 UNLTD 196.3_•, 30 0.656 35 434.2 6512 25.2 1212.6 14.0 137.3 UNLTD 205,.8:•:• - 30 0.688 35 45_;.9 6808 25.2 1267.7 14.0 .1418.5 UNLTD 215.6• 30 0.750 35 49..7 7375 25.2 1373.3 14.0 15')5.9 UNLTD 234'.6 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1983.8. UNLTD 310.1. V: m'RETAL • WELD IMSPECIALTIES'= REFERENCE JOD TITLE p C - l' A- C,- IT I E� JOB NO. _�SHT, M I OF -- �. CALCULATED UYS =_ DATE_yT CHECKED BY DATE SCALE G4P/s G I ,1 VE S 'FO r!.. 'P t PES ; 5= -r'(D,4-DZ ) WHERS DI _ C'. 0. 32. Di DZ = 1.0. ZZ . ZD 'IF6= .72:F� ( IF °/r .4: 33001F�� F b +. , F� (I = 13 0 00> t%r > 3 3 0 %,) ; p STRESS IbI CftEl►SE) <M6CAP= SxF6x1.33� D G57.9 qq 23900 • FY = TffE LARGER:•0F) Il boo! D 675 49 4 1 LD C°/.r') DI CIF �T i 5F�lls (yp�'S's �kN° F_�z/s� . . MtCAP = . Fy (2I) X �STP ESS I.JCREASE) r �/2) 12 ;DIA WALL an in Fy ksi S in ; I in4 Fb ksi Mb CAP ft k Fv Mt -CAP L inax• WT/FT ksi ft k ft #/ft •36' 36 0.250 35 249.; 448-6' 18.6 513.7' 14.0 773.4. 34.5 95.6 36• 0.281 35 35 279.4: 309.9 5029 5569 19.2 593.5 14.0 .867.1 46.2 107.3 36 .0.312 0.344 35 340.2 6124 19.7.. ::0.3' 676.9. 766.5 14.0 14.0 960..2 10'5.9 60.0 76.6 :.119.1 :36- 0.375 35 369.9 6659 20.9 1033,5 .14.0 1148.0 95.1 131.1 142.8 36. 0.406 0.438 35 35 399•.°• 7191 25.2 .1115.8 14.0 1239..7 UNLTD 154.5 36 0.469 35. 429.E 459..E 7737 25.2 1200.5 '14.0 133.3.9 UNLTD 166.5 36 , 0.500 35 488..1 8263 8786. 25.2 25.2 1282.1 1363.3. 14.0 14.0 143.4.6 UNLTD 178.2 ;36. 0.562 35 545'.[ '9825 25.2 1524.4 14.0 ,1514.8 1693.8 UNLTD UNLTD 189.8 212.9- «� 136. :36 0.625 0.65.6 35 35 603.E• 632.1 10868 25.2 1686..4 14.0 1873.8 • UNLTD 236.4. 0.688 35 661.2 11378 11901 25.2 25.2 1765.5 1846.6 14.0 14.0 191....6._ UNLTD 247.9 136 36 . 0.750 35 717.0 12906 2.5.2 2002.6 14.0 205.1.8 2225.1 UNLTD - UNLTD* 259.8 ' 282.7 X36' X36 0.875 1..0.00_•_35 35 827.8 936.2 14900 2!5.2 2312.0 14.0 2568.9 _. UNLTD 328.6 _16851 25.2 2614.7 14.0 2912L5 .2 UNLTD 374.2 - METAL m WELD CALCULATED qY DATE CHECKED OY� DATE OSPECIALTIESZ = SCALE REFERENCE K0? -I EQ� GAr4-1i•G 1 1" I'S S 'F0 r:_ 'P I PSS t 5= -T(D,4_Di) 'WHERS DI = 0. 0. _ 32. D, :Fb - ."7Z F� (I F °/r .. 3300/F�� F b y �-. -F i l = 13.000 > 'fir > 330%�) � STRES5 1,1 CREA5E) M6 Cap- SxFbxI.33'r , .F Y : Fy CI D - `�- � < F., 4/s o R 2-Lt:,FY C77 = (Tl{E LARGEFt or-) 238op o� 1! 600. /IF.p�7" i SSS q9 . % ` F� �NV (VDD F`� Mtcgp = Fy (2I) , - (STRE55 IW CRSAS 6) DIA WALL Fy ;3 I Fb Mb CAP 'Fv Mt CAP L max WT/FT tin 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 0.344 35 421.3 8425 19.7 919•.5 14.0 1307.3 65.4. 145.' ''40 0.375 35 453.2 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 3.4.0 1535.7 99.0 171.9 "•:40 0.438 35 532.6 10652 25.2 1487.5 1.4.0 1652.8 UNLTD 185:3 ..40 0.469 35 569.0 11379 25.2 1589.1 3.4 .0 1765.7 UNLTD 198.2• . 40 0.500 35 605.1 12103 25.2 1690.2 1.4.0 187$.0 UNLTD 211.2 ' 40 0.562 35 677.0 13540 25.2 1890.9 3.4.0 210T.0 UNLTD 237.0 .,.40 0.625 35 749.3 14987 25.2 2092.9 3.4.0' 2325.5 UNLTD 263.1. 40 0.688 .35 821.0 16419 25.2 2293.0 3.4.0 2547.7 'UNLTD 289.2 ,40 0.750 35 89;9.8 17816 25.2 2487.9 14.0 2764.4 UNLTD 314.7• 40 0.875 35 1029.5 20590 25.2 2875.3 x.4.0 3194.8 UNLTD 366.0 40 1.000 35 11G-5 23310 25.2 3255.2 14.0 361EI.9 'UNLTD 417.0. MMETALw.J04 N0. S)i7. M- I ,SOF SPECIALTIES : CALCULATED•Dl• �'� 4� DATE CNECXED DY7 DATE SCALE REFERENCE t O M 6AA' ' C- C, 1 i t c S FO 1Z P f PT--- a Cj0 L L) F-1, r rs - C D, 4DZ+) W d E R E_ D, 0.0 Z= :Sp 1F D/- 4 3300/ F. Fb-¢-_d-F (lF 13000 >.°/- > 330 OIF . ' � �STAESS 11.IGZU+SE� ,t''1b CAP z F`1 C1 /T �s7s / F +/S(Lj/D) 0R 9 q j �yZI3• FY = TFt5 L,ARGEt� oF) 23800 c) Ofd tt.boo� w /(F ��6579 q9 4' 7, t /D Cp/r . D�T)3�z ` Fy G t '41s (YD) Mtc a Fy (21) 1.33'/"(STfLE55 INCREASE) . :.,.. o/2) -12- 2DIA x DIAWALL Fy s I ~ Fb Mb CAP Fv Mt CAP L max :WT/FT . :in in ksi. in3• in4 ksi ft k ksi ft k ft #/ft 42 0.250 •35 340.2 7145 17.9 676.5 .:14.0 1055.8 27.4 111.6• , 42 0.312 35 422.7* 8877 18.9 886.3 3 4. 0 1311.8 47.6 139.1 �42 ' *0.3.44 �.35.-- 465.0-.9765 19 .4_ _1001.0 .14.0 144*1.1 60.8 153. 2') 42� 0.37.5 .35 ' 505.8 10622 19.9 1116.2 14.0 1569'. 6 75:4- 166.9 42 0.406 35 546.4 11474 .28.4 1235,3 L4.0 169:1,6 92.0 180'.6 '42' ,0.4.38*' 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 4 42 •0.469 35 628.3 1,3195 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:.2 UNLTD 221._9' .'• 42 0.562. 35 747.9 15706 25.2 2088.9 14.0 2321,0 UNLTD 249'.0.:.', .42. 0.625 35 828.0, 17388 25.2 2312.6 14.0 25f9.6 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 330.8 342 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384..7 .42 1.000. 35 1289..6 27081 25.2 3601.8 14.0 400:1.0 UNLTD 438.4 MMETAL a -WELD SPECIALTIES -z COVER SHEET —�8.2 SIZE OF SIGN: 14 X HAGL: S - 1.0 0 WIND LOAD: 3.0 ALLOWABLE SOIL PRESSURE: 4-001-94+ STRUCTURE DESIGN: CENTER MOUNT PARTIAL FLAG (col..loc. ) 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: D ES I (- j 7F 0rL Z00� 3.0 0 ROUND s �0 Ps� S,01( 9,OFES y� �. *kLLL4 s�y�2 X SQUARE 9G �. C 61570 m Exp: 06-30-05 SPREAD VALID ONL, v1►; EN WET SEA SPECIAL CONDITIONS: far . f -A��Fo��c� 0 TABLE OF CONTENTS CRITERIA - --- - - - ----- - - - - - - - - - - CS -1 HEAD DESIGN------------------H-1-r;4 TORSION DESIGN - - - - - - - - - - - - - - - - T -I -4nuj COLUMN DESIGN- - - - - - - - - - - - - - - - - C-1 FOUNDATION DESIGN- - - - - - - - - - - - - _ F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - M-1 0 (A)-00 MMETAL •WELD MSPECIALTIES'= JOB TITLE 1.4'} c�-S c -,Fl JOB NO. SHT CS- I OF CALCULATED BY S C/ DATE CHECKED BY DATE SCALE REFERENCE PL -ti F t CA; L -o CRITERIA SPECIFICATION CODE __,SOO I C- r?�'Ci STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-536, A 252 bR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS t SPREAD FTG. ALLOWABLE BEARING PRESSURE PSI SEE SOIL REPORT OF UBC TABLE NO. le -t-A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 4-0 d PSF/FI' SEE SOIL REPORT OR Q3C TABLE NO. 16-1-A 24 D j. S., 14-+ kt 1 T' 4 DESIGN LOADING _FA C,770 Irl. D 2 J WIND = 30 PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I ' EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND -STAGNATION PRESSURE AT 30'-0" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 1 70 75 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 19.9 229 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 30 123 21.7 25.0 282 35.8 44.1 53.4 ` 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 .60 1.43 25.2 29.0 3Z8 41.6 51.2 62.0 80 1.53 27.0 31.1 35.1 .44.6 54.8 66.4 MMETAL •WELD ESPECIALTIES'= REFERENCE HEAD DESIGN FRONT CATWALK JOB TITLE FC 4��fl A JOB NO. SSHT. OF Q CALCULATED BY v A C DATE CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB) ® 720# (4 MEN) <;::�200 - 800# (4 MEN/LEDGER) L D.L. STRINGERS - 5.8 X 2 11.6 PLF GRATING -. 3.14 X 3 9.42 .PLF �CONN & MISC 2.58 PLF -, 1=0i� 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) _ 11- -" Mmax -'23.6 X 14a+ 20 X 3 X lea' = 578.2 + 1470 2048 2 -.1024 F •8 8 USE 4 X 3 X 1/4 LL.V. Fb 1.024 X 12 - 12.29 KSI (S a 1-0 IN ) 1.0 C4 MEN .EDGER 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 IIN. FLANGE - 3.24/2 X 3 .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP = 10I " > 3.33 K :ONNECTION 6ESIGN PER AISC HANGER TYPE CONNECTION K Imax [.02'•(3) 12 + .0236 X 12] X 4 + .009 X 5.5a'/2 - 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;z::�.65 KLF PREL. SELECTION TABLE b 1 3/4" - 1/4 e 1-1/2" a m 3 - 1 3/4 - 1.25" b' m 1.5 - .625 m .875" a' a 1.5 + .625 - 2.125" a'•+ b'.- 3" p 4.75/2 v 2.375" d' m .625" 1 - (.625 / 2.375) _ .7368 M m [2.375 (-.25)� X 36]/8 - .66E d [3.24/2 X 1.5 / .668)-1] / .71368 m 3.58 Bc 1.62 [1+f1 + 73688) C 2.125) a 1.90 KIPS FLANGE b8 X 1.90 X 2.125 X .875)1/2 - .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0) >. 10% OVERSTRESS USE <3 X 3 X1/4 X 4 3/4 LONG W/ 1/2"'DIAMETER A307 BOLTS Vh,i - 2 Taq m 3.9K 10TE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS MMETAL • WELD ESPECIALTIEN HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLE 2 C G� 49 JOB NO. SHT 1 I - 2 OF /I CALCULATED BYy DATE CHECKED BY DATE SCALE DESIGN LOAD L.L. — 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' - 01- USE AMIGO 1.87# GRIPMESH EXPANDED METAL] - CAP — CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 T1/41 (MAX 10' SPAN) MAX - 17.2 X 10 a + 20 X 2 X 14' - 1230' - #/2 - 630 /STRINGER 8 8 Fb - .630 X 12/.577 - 13.10 KSI < 21.6 USE NOTE: (MAX 10' SPAN) LEDGER P — (17.2 X 12) + (20 X 12) — 446.4# _ M - .45 (1.0 + .5) + .009 .(2.5' /2) — 703 x USE W6X9 UNSUP LGHT 2'-611 Mcap — ll'-" > .703 `- K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12] X 2.5 + .009 X 2.5 /2 1.744' ' (12' TRIB) P - 1.744 X 12/9.375 - 2.23w- WP .23KWP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER AISC HANGER CONNECTION 2.23'/ 2 BOLT / 31- — .37' / INCH USE 3/16-1 FLANGE CAPS .61K /IN MMETAL •WELD YISPECIALTIES= occccc.,nc 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 6,7U U I4 4FL3 14� JOB N0. SHT. 2 OF_ 2 CALCULATED BYC DATE 7 �2 CHECKED BY--___ DATE SCALE G(LOr'g E3f�C� . WIND 2 1/2' 3' 3 1/2' 4''4 1/2' S' 20 26" 21" 1811. 16" 14" 13" 30 26" 21" 18" 16" 14" 13" 40 20" 16" 13 1/2" 12" 10 1/2" 101- 50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 13" 10 1/2" 9" 8" 7" 6 1/2" H2-H1X2 L3X3X1/4 r7 _ .59 IN BOLTS - s - .58 IN3 A325N FB 13.2 13 17•.4 10.8 13 A - 1.44 IN' 1/2" DIAMETER - 1.33 X 4.1 = 5.4� rA .93 IN 5/5" DIAMETER - 6.4 X 1.33 - 8.5K T( 115 .5 -a>.t . S WIND 20 30 40 50 60 CHORD 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" 5/81, 1 PL. THICK 1/2" 5/8" 5/8" 3/4" 3/4" MIN WELD FA 6.3 4.7 6.3 7.8 9.4 FB 13.2 13 17•.4 10.8 13 1/4" 1/4" 1/4" 5/16," 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 cgoss E-�ppCg�q (W44p-f2F,: FE4'D - M ! D':,:- P,4 t ) C 0 L1 Gf;OS> CeO bSf= N N 0 G fa (1- fa) F'e (16.�33'KSI7 0 KSI L3X3X1/4 (fb) < 1.33 � 21.6 KSI L 3 X 3 X 1/4 oN (Y A� CONNECTION BOLTS =SHEAR - M/3.5 X 3 PLATE THICK SHEAR M/3.5 X WELDING SHEAR - Mmax X 12/10" 50L -(S BOLTS + DL/3 X 2 TY PE (A -BOLT HOLES) X 9 X 2 X 1.33 20'1 Q (A325)_/ N -rops!0, --' 0 G MMETAL • WELD ESPECIALTIES'= REFERENCE 14 X 48 6 UPRIGHTS CONN. CMS FF, SFS �m DF JOB TITLE L+ 11' JOB NO. SHT. OF Q/ CALCULATED ByC DATE �� y CHECKED BY DATE -� SCALE DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN "' MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS Mmax a (30 PSF WIND) X 8 X 14Z /2 - 23.52"K /2 e 11.761-K%UPRIGHT (40 PSF WIND) 50 e 15.671-K (50 PSF WIND) 13.3 e 19.591-11- (60 PSF WIND) 18 23.52''K (20 PSF WIND) 34.3 e 7 84'"�< SINGLE FACE OR "V" BUILD 18 - Mmax (30 PSF•WIND) X 8 X 142 /2 m 23.52' -`/UPRIGHT 81.7 (40 (50 PSF.WIND) PSF WIND) 31.34'"V_ 39.181-K SEE MIN. FLANGE THICK. (60 PSF WIND) 47.04'"K IN CONN. BELOW OR 1/4" GUSSETS (20 PSF WIND) 15.681'1` 5/16 / 1/3W6 X 9 TRESS W8 X 10 NCREASE W12 X 14 4' 8' 9' 10' 11' 50 61 7' 14.6 13.3 13.3 12. 21 18 16.7 15.. 36.7 34.3 32 28.' _./ - "1' CENTER MOUNT, FULL, FLAG, DOUBLE FACE oR S'n�,E FA -Cr -- DESIGN FOR 51NGL.E UPRIGHTS Mmax X 12 e 2T (20") + 2T (24") .Mmax m MDL + MI,4I41> rte- TENSION SHEAR/BOLT m 3.6/8 n .45K NEGLIBLE -� F ��.►�6� TOTAL r �AISG �Pw�NT [pysye_' E �-3 I� WIN. 1 BoI S 7Vd," &A-4 P, V;11X AISC WEB STIFF 8' 9' 10' 11' 20 PSF 11.3 10 8.7 8 1/4"� 3 14 12 10 - 1/2"c 4 X 25.3 22 18 - / 81.7 81.7 75.3 70.7 5/16 _./ - "1' CENTER MOUNT, FULL, FLAG, DOUBLE FACE oR S'n�,E FA -Cr -- DESIGN FOR 51NGL.E UPRIGHTS Mmax X 12 e 2T (20") + 2T (24") .Mmax m MDL + MI,4I41> rte- TENSION SHEAR/BOLT m 3.6/8 n .45K NEGLIBLE -� F ��.►�6� TOTAL r �AISG �Pw�NT [pysye_' E �-3 I� WIN. 1 BoI S 7Vd," &A-4 P, V;11X AISC WEB STIFF INSTEAD USE 5/8" - A307 WELD TORSION VOL- 1.0" V► iWD o 56K 1.9=+ 56K m 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF ND T ✓LJ iVl\ BOLTS A307 FLANGE W/ W 1 3 INCR 1 3 INCR WEB THICK 20 PSF 2.8 1/2"41,4 X 1.33 1/4"� 3/16" 30 PSF 4.2 1/2"c 4 X 1.33 1/4 F� 3/16 5.6 1/2"� 8.7 X 1.33, 5/16 1/4 L60PSF 7.0 1/2"� 8.7 X 1.33x- 5/16 �. 1/4 8.4 1/2" 8.7 X 1.33 ;; 5/16 1/4 INSTEAD USE 5/8" - A307 WELD TORSION VOL- 1.0" V► iWD o 56K 1.9=+ 56K m 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF �cr-cncw�.c X 48 6 UPRIGHTS CONN. CM, 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 LJ I 45 A -JOB NO. SHT.� OF /_ CALCULATED BY A G DATE % Z s, CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X.8 X 14 2 /2 v 23.521-K /2 - 11.76r -k /UPRIGHT (40 PSF WIND) e 15.671-"- 31.34'""- SEE MIN. FLANGE THICK. (50 PSF WIND) - 19.591-"- 39.18-"` IN CONN. BELOW OR (60 PS7 WIND) = 23.521-V- 3.521'"-(20 47.041-"- 1/4" GUSSETS - (20 PSF WIND) m 7.84'-"- 15.68''"- .E FACE OR "V" BUILD Mmax m (30 PSF WIND) X 8 X 142'/2 e 23.52'-'- /UPRIGHT (40 PSF WIND) 31.34'""- SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18-"` IN CONN. BELOW OR (60 PSF WIND) 47.041-"- 1/4" GUSSETS - (20 PSF WIND) 15.68''"- NBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1 3 INCR WEB THIO [20 PSF 1.6 1/2"+ 4 X 1.33 3/16 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 1 89.3 189.3 1 81.7 '81.7 1 81.7 175.3 1 70.7 CGVNNN.G'1"l UN CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 - 2T (20").+ 2T(24") Mmax =•MDL + ML.ttNr� TENSION 2 SHEAR/BOLT m 3..6/8 ® .45-' NEGLIBLE TOTAL -/V-jj r-FL-AR&e NHANGER DESIGN ISC WEB STIFF 11.6g1 w T . A" 7- + rr1 I rl, S� Q� + - �•1- H� 50 L -TG M�r &AGE IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1 3 INCR WEB THIO [20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 0 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 .� INSTEAD USE 5/9'4P- A307 WELD TORSION VDL- 1.9K V W qC) - 56- 1.9"-'+ 6K1.9"+ 56K m 57.9'- / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF s Mm"ETAL a WELD INSPECIALTIES'= REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE 61 1/I r;.�; •' ...rte JOB NO. SHT.-`� OF CALCULATED BY •-�� DATE CHECKED BY DATE SCALE DESIGN CRITERIA -• 14 X 48 FLANGE W/ 1/3 INCR MAX TRIB. AREA 8'-0" PSF WIND) - 6 UPRIGHT DESIGN 2.8" MAX UNBRACED LENGTH - COMPRESSION FLANGE 31.34 CANT. LENGTH 14'-0" (50 PSF WIND) 39.18 BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS (60 Mmax - (30 PSF WIND) X 8 X 142 /2 m 23.52'-'/2 -:11-.76"-k /UPRIGHT (40 PSF WIND) a 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•= 23.52' -'/UPRIGHT 2.8" (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIN])) 47.04 1/4" GUSSETS(20 11' PSF WIND) 15.68 W6 X 9 UNBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR - 20 PSF 2.8" 1/2"0 4 X 1.33 LENGTH UPRIGHTS 4' 5' 1 6' 7' 8' 9' 10' 11' 40 W/ 1/3 W6 X 9 14.613.3 8.7 13.3 12.7 11.3 10 8.7 8 1/2" STRESS W8 X lb 21 18 16-.7 15.3 14 12 10 - 5/16 INCREASE W12 X 14 36.7 •34,.3 32 28.7 25.3 22 18 - W12 X 26 89.3. 89'.3 89.3 81.7 81.7 81.7 75.3 70.7• CONNECTION CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M 9L + Mw) •X 12 m 2T (20") + 2T (24") z SHEAR/BOLT.- 3.6/8 - .45k NEGLIBLE L%P�-I WT -v TOTAL MPUY- MpL + Mwind - ASIC HANGER DESIGN AISC WEB STIFF WIND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THICK 20 PSF 2.8" 1/2"0 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2" 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 ft� 95 11 M I N t2xL'is - 2'/ ' Mix• C�Al� n Mm"ETAL • WEIR YISPECIALTIES= JOB TITLE 4:-i ' JOB HO. SHT. J OF CALCULATED BY J tf-4:-` DATE _' CHECKED BY DATE SCALE REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT . LENGTJI i4.' -O" BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 14z /2 - 23.521-K/2. m 11.76• "/UPRIGHT• (40 PSF WIND) .15.67 (50 PSF WIND) - 191.59 (60 PSF- WIND) - 23:.52 (20 PSF WIND} - 7.84 SINGLE FACE OR "V" BUILD Mmix m (30 PSF WIND) X 8 X 14¢ (40 PSF WIND) .(50 PSF WIND) (60 PSF WIND) (20 PSF WIND) /2 m 23.52 /UPRIGHT 31.34 SEE MIN. FLANGE THICK. 39.18 IN CONN. BELOW OR 47.04 1/4" GUSSETS 15.68 UNBRACED - , 1/2"d 4 X 1.33 3/16 3/16 30 PSF 2.4 LENGTH UPRIGHTS 41 5' 6' 7' 8' 9' 10' 11' W/ 1/3 4` W6 X 9:. 14.6 13.31 13.3 12.7 11.3 110 8.7 8 STRESS W8 X 10 21 18 . 16.7 15.3 14 10 - INCREASE W12 X 1436.7 34.3 32 28.7 25.3 112 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 pL+ Mir X 12 - 2T'(2011) + 2T (2411) 2 - SHEAR/BOLT - 3.6/8 = .45K NEGLIBLE TOTAL ��= M l�P�-I(-NT \N BOLTS A307 FLANGE W/ d -t• Mwind WEB I 20 PSF-1.6 1/2"d 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 40 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 P$F 4.7 11 X 1.33 5/16 %AISC 3/16 AISC - (, HANGER WEB sPf��fz f:p, tz,ovpe, - 2I4' kl&-1-•C�Al�F- . CONNECTION STIFF MMETAL •WELD ESPECIALTIES'= n crGn GYVC L 3 X 3 X 1/4 STRINGER JOB TITLE '5� a 3 60 PSF WIND MAX. SPAN OR JOB NO.- SHT. H -4 OF CALCULATED BY p y AC DATE CHECKED BY DATE ------ SCALE AREA DESIGN CRITERIA ^ •Z Y� 1 Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPANa(FEET) BIAXIAL BENDING m WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 IN3 WT - 4.9 PLF 20 PSF WIND 40 PSF WIND 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 pp p� ®® JOB TITLE �gTAl � �E�® JOB NO. �T OF-, q ' CALCULATED BY %+ �- DATE SPECIALTIES` CHECKED BY DATE SCALE REFERENCE PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17,5 - 350 507 STRINGER 4 X 4 X .9 X 8- 157 L_- (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2 X 17.2) 8 - 464 275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2-5) - 95 1451# MWIN SEE SHEET H3 Mmax ONE UPRIGHT I-1< ml - 7 k20PSF MTMWI�ID 0.i 5# 10, 15' 20' 25' 30' 35' M M M M M M M c M M M rdol46 M t Mw Mr M t Mw Mr M t My 9 16 25 16 do 32 23 do 39 30 38 do 54 45 do 61 52 do30 PSF I 24 33 40 1 47 ! 62 1 1 6940 PSF 31 40 47 54 69 I 76 50 PSF 39 48 55 62 I I 77 84 I 60 PSF ;°- 47 56 85 �. -;• 92 v .. NOTE: CONNECTION BELOW FOR MIN. FLANGE BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS 'A''"� BEAM UNBRACED 5' 1 10' LT 15' D. 5' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 1 35' CANT LENGTH W12 X 14 33 20 - .05 .35 - - - - - M aL / CANT PSI c� DL P(CANT X 1213 3(29,500) IgM MCAP� INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 JO - - - - - 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 � .�30 E FC(L Si MT m 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 F��►�bE T+4IGIc- t;p:*W (511) ? �.v4c-;El2 CVNN p SIGN AISCl 15O -T5 11 /`i .1nr 1/s A:-rnr Ai -.-- P; LT!; (S ToT'u') 3 2J5 Ll>4o) w Eg IQII� TORsIoN I-iI N- C�oi SIA" WIND T -1 B F T B F T B 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 5/16E 5 1 2 5 16 7.3 1/2 3/8 30 4 5/16 4.8 5.6 6.5 5/164 3 8 8,3 40 4.8 5.6 6.5 7.3 3 8 2 I 9.150 5.8 6.6 ! �% 7.4 I 3 8 8.3 2 10.1 7 1660 6.7' --� W 7.6 `- 3 8 8.4 -� 3 8 9.2 2 7 16 11 -� -% S' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT CAP = 8.67 X 1.33 = 11.56f-/B'OLT MMETAL •WELD MSPECIALTIES'= acccccKlrrc JOB TITLE T 1,445 -E�, JOB NO. SHT. �- I OF_ CALCULATED BY �'� DATE CHECKED BY DATE SCALE TORSION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 PSF Z W I 0 p 14 X 48 - BACK TO BACK 1 POL - HEAD WT CM. .406KLF F.F. .463KLF �1 Ole m� (INCLUDES TORSION) • 17' - 6" To(ZSIOPI Pw - WIND LOAD (PSF) ZX HEIGHT MOL - POL (KLF) I (d- (dl + COLO ) l /2 Mb- Mwl + Mpi 2 & OI k11ND MK' - Pw (KLF)((d-(di+ COL �S)J /2 Mb- mwa +MPS 1 M.r - (HEIGHT -1 1/2) (Pw X (d-(d�+COLP)) d - .48 2 2 COMBINDED LOADING M6 + (Mt )a < M b ca -P M+ FOR 1"�EFLE�CTION DEAD LOAD 4-5t rtr (,[�P o 0 o a d" Mw Mw °� +; BOLT PL IFL7ANCF. 0 354 81 16 97A1 �� 1 1 ��, uu _ 7Z8 111/16 II 20 123 146 191 67 - - �! 24 89 n� 4 1 1A r 3 4 1 3 4 5 8 W otzsl0R 11 16 BOLTS Q MAX 1 5 8 9/16 T-(MDL/d;-X 6)+MT/d,X 6 O (N /dl /2 X 12)+PwX d/12 2 15 16 4 7/8 8 13/16 T-Mw.,(MAX)+McL /dAX 6 V-PwaX V/12 BOLTS 3/4 1 3/4 5/8 TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAPPLM-TX3X5 8 ---7/8- t REQ = 6M/27 X 1.33 X b 4 7/8 FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" wtc>T7+• ALL CAPACITY WITH 1/3 8 13/16 2 11/16 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS 2 15 16 < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 8 7 8 4 13 16 Mom"ETAL mWELD SPECIALTIES= occamc-, .lam JOB TITLE I r-5 T 14 4 JOB NO. SHT I OF�Q�/ - CALCULATED BY -- 1T` DATE i �Z L1P CHECKED BY DATE SCALE ION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 im— :2 WIKD 14 X 48 - 15' V PPL-- HEAD WT CM. .445KLF F.F. .502k�'F cf, d z v (INCLUDES TORSION) wIINr> d ='►. FT Ci. 4 To(zs1oH Pi,.l - WIND LOAD (PSF) x I -j'- (-' HEIGHT_ MDL PDL (KLF) [ (d -(dl + COLO ]2/2 Mb- �Mw� + Mpg 2 MWI e P b•1 (KLF) [ (d -(dl+ COL `1') ]2 /2 Mb= Mw, + Mpg MT o (HEIGHT -1 1/2) (Pw X (.d- (di +COLO) 2 2 `0 COMBINDED LOADING MJ2 + (Mt _Z< 1 00 00 _ MbGGP MT, P I�4 e N FOR 1" DEFLECTION DEAD LO LAR(�alN1_ MCti; 0 0 A p CAP ee eo PL FLANGE 15/16 7 8 SLLDDL� 3/4 2 >30L� '16 c o l..- .8 5Yz 16 '4 16 BOLTSOl MAX2 16 T=(Mpg/d2 X 6)+Mf/d, X 6 V-(Mwi./di/2 X 12)+PWX d/12 2O 16 8 T-Mwz (MAX)+M p,./d2X..6 16 V-PWzX V/12 BOLTS 4 TALL -(55 X 1.33 - 1.8'fv) 8 (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X _S_ _ _ 8 t REQ - 6M/27 X 1.33 X b 8 FLANGE -SEE HANGER CONNECTION 16 Ti—Sc- USE 4 3/4" 16 ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS 16 < REQUIRED - 8 USE STIFFER PLATE 16 SEE SHEET T-2 MMIETAL •WELD ESPECIALTIES-'j REFERENCE TORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A32 C�oL. —��kIIKD 14 X 48 - 20' V N Ppb = HEAD WT CM.=.460 F. �I (INCLUDES TORSION) "-'- To(Ls1014 P W m WIND LOAD (PSF.) x MvL- PpL(KLF) [(d -(di+ COL4)]2/2 2 0wIND MWI PW (KLF)[(d-(di+ COL+)j2 /2 2 d _ M -T - (HEIGHT -1 1/2) (Pw X (d-(dI+CO 2 2 COMBINDED LOADING M b + (Mt OR 1" DEFLECTION DEAD LOADP Mtn' PSF WIND "d" Mw M M SME I . MOM - Fens. N4 AP CPL 20 0 338 48 499 603 M 112 28230 BOLT 1 1/4 FLANG 5 286 44 409 499 103 19600 1 1/8 15 7/8 16 10 220 39 308 379 90 11336 1 3/4 ! 15 162 33 223 276 77 — 7/8 11/16 20 113 28 152 189 65 — 3/4 1 3/4 5/8 3.5 85 24 111 140 56 — 1/2 1 3/8 1/2 30 0 507 72 499 711. 168 28230 1 3/8 5 429 66 409 592 155 19600 1 1/4 --L-15/16 1 7/8 10 330 59 308 451 135 11336 1 1/8 13/16 15 243 50 223 330 116 — 1 3/4 20 170 42 152 228 98 — 1 11/16 3.5 128 36 111 169 84 5/8 1 5/8 9/16 40 0 76 96 499 840 224 28230 5 5 572 88 409 703 206 19600 ] 1/2- 15/16 10 440 78 308 537 180 11336 11 4 7/8 15 324 66 223 393 154 — 1 1 8 13/16 20 226 56 152 272 130 — 1 3/4 3.5 170 48 111 203 112 — 5/8 1 3/4 5/8 50 0 846 120 499 982 280 28230 5 715 110 409 823 258 19600 10 550 98 308 630 225 11336 1 3/8 7/8* 15 14051 83 223 462 193 — 1 1/4 7/8 20 1 2831 70 152 321 —L4 163 — 1 1/8 13/16 3. 51 213 60 111 0 140 — 3/4 2 11/16 60 0 014 144 499 1130 336 28230 5 858 132 409 950 309 19600 10 660 118 308 728 270 11336 1 1/2 15 16 15 486 100 223 535 231 — 1 3/8 7/8 20 339 1 84 152 372 195 — 11 1/4 1 13/16 . 3.51 2551 72.111 1 278 168 — 3/4 3/4 JOB TITLE JOB N0. SHT --F:- CALCULATED BY C — DATE CHECKED BY DATE SCALE 5 F.= .517 HEIGHT Mb= MwIZ + MDQ Mb= MwZ + Mpg )2 < 1 a 0 J�Z�41_ StSDDLE To 10 c o 5�Z BOLTS 1 MAX ;. T=(Mmgd2X 6)+MT/dIX 6 V=(Mw, /d.I/2 .X. 12)+PWX 'd/12 2 TmMwz(MAX)+MDL,/d2X 6 V-PWZX V/12 BOLTS TALL=(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PLM-TX3X5 t REQ 6M/27 X 1.33 X P FLANGE -SEE HANGER CONNECTION RISC - USE 4 3/4" !<JID-t_44 ALL CAPACITY WITH 1/3 STRESS INCREASE kIF FLANGE OR CAP PL THICKNESS REQUIRED - JSE STIFFER PLATE 3EE SHEET T-2 IliMETAL is WELD mSPECIALTIES= REFERENCE JOB TITLE -�k7l i� 43 {� JOB NO. SH7 - 1 . OF-, CALCULATED BY DATE CHECKED BY DATE SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 UW10P 14 X 48' - 30' V rf) PSL m HEAD WT CM. .507 F. F. .566 ! (INCLUDES TORSION) To(Ls10t4 Py,l = WIND LOAD (PSF) u _d x I'1- �I HEIGHT MGL-- P�L_(KLF) ((d -(dl+ COL�)]</2 Mb= Mw!2+ M!j,2 2 (Dw IND P y.i (KLF) [ (d- (dl + COL4� ] Z /2 Mb - 2 (HEIGHT -1 1/2) (Pw X (d- (dI+COLO ) 2 COMBINDED LOADING M b + (Mt )2 < 1 M b Mt PSF Lli[1L LVCiL CAP IND '�d" Mw Mw.,a M' ����BQ�LT PL 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 — Z8 —11/16 20 102 40 153 193 61 — --Z 3/4 1 3/4 5/8 22.8 79 36 116 152 54 — 1/2 1 3/8 1/2 30-- 0 477 107 514 701 162 27320 1 3/8 1 5 402 98 425 585' 149 19029 1 1/4 7/8 10 306 86 317 441 131 10796 1 1/8 13/16 15 222 74 227 318 111 — 1 3/4 t-22' ` 2b 153 60 153 216 92 — 1 11/16 .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 1 1 4 7/8 15 296 98 --13/16 227 373 148 — 1 1/-F- 20 204 80 153 255 122 — 1 3/4 22.8 158 72 116 196 108 — 5 8 1 3/4 11/16 50 0 795 177 514 947 270 27230 5 670 162 425 793 247 19029 1 10 510 142 317 600 217 10796 1 3/8 7/8' 15 370 122 227 434 185 — 1 1/4 13/16 20 255 100 153 293 153 — 1 1/8 3/4 22:8 197 90 116 229 135— 3/4 2 11/16 60 0 954 213 514 1084 324 27320 5 804 195 425 909 297 19029 10 612 .171 317 689 261 10796 1 1/2 15/16 15 444 147 227 499 222 — 1 3/8 7/8 20 306 120 153 342 184 — 1 1 4 113/16 `� 22:8 237 108 116 264 162 — -4/4 3 4 �QD C co L, Mw2 + M PL- VQ L �o �5=,}Y2 n0 o e o %4 o -� I N o a � 00 00 7�2 BOLTS Q MAX T=(Mph/d Z X 6)+Ml-/dl X 6 - V=(Mwl./d!/2.X 12)+PyrX d/12 2 T-Mw2(MAX)+Mpl,/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 X 1.33 X 1� 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 MMOETAL a-WEL IN SPECIALTIES' REFERENCE FLANGE STIFFNER MAX. MIN. BOLT FLANGE TENSION THICK STIFF. 26 5/8 10 1/2 31.5 11/16 37 3/4 43.5 13/16 50 7 7-8-- 58 15/16 66 1 30 5/8 10 X 1/2 40 11/16 50 1 'A /[L 4" 5/16 3/8 1/4" 141/2 8 X 1 4 1/4 •18 9/16 22 5/8 ' 26 3/4 30 7/8 BM. BoL 5YI f 6M JOB TITLE FS JOB NO. SHT. OF CALCULATED BY v L DATE CHECKED BY DATE SCALE Tu 91 MMETAL • WELD ESPECIALTIESO= REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) m T X 2" REQ e M --X --6'---1 27 X 1.33 BOLT 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 JOB TITLE CC 1,449,—y JOB NO. SHT. OF Q CALCULATED BY �� C DATE L L CHECKED BY DATE SCALE .N MIN 45" SLOPE CAP BOLT TEN. PLATE STIFFNER IND 38 1/2 SO- 44T HK WELD THK WELD 20 40K 36 1 450 V 5/16 30 43 40 1 450 V -1/2X8 1/2X8 5/16- 40_ 46 43i945° 450V 1/2X8 5/16 50 50 46 45° V 1/2X8 3 8 60 53 50 V 1/2X8 3/8 .N MIN 45" SLOPE MMETAL • WELD MSPECIALTIESZd HthtHtNQt 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 - Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb m Mwf'+.e.—._ �-MDeO�RMw2 DL NR) JOB TITLE I ,4'^ �� O JOB NO. SS�HTT.. OF 2 t CALCULATED BY DATE CHECKED BY DATE SCALE p� o To�siorJ r -L O I ND Mt = Mwl - SHT T-1 Mb + (Mt ) < 1 Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL = HEIGHT ABOVE GROUND LEVEL 14 FOR 1" DEFLECTION IND HAGL d Mwl Mw 2 MDL Mb DL DEFL Mt I4 WIND HAGL d Mwl Mw2.MDL Mb Mt DL DEF I4 20 5 0 231 0 469 523 3541 343 40 30 0 1303 0 469 1385 708 10 0 315 0 469 565 3541 1374 i 35 0 1471 0 '469 1544 708 15 0 399 0 469 616 354 3091 i 40 0 1639 0 469 1705 708 20 0 483 0 469 673 354 5494 45 0 18071 0 469 1867 708 I 25 0 5671 0 469 736.354 8585 50 0 1975 0 469 2030 708 34340 30 0 6511 0 469 802 354. 12362 50 5 0 578 '0 469 744 885 343 35 0 7351 0 4691 872 354 16827 I 10 0 788 0 469 917 885 01, 40 0 819 0 469 944 354 21978 15 0 998 0 469 1103 885 45 0 903 0 469 1018 354 27816 I 20 0 1208 0 469 1296 885 ' 50 0 987 0 469 1093 354 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 0 469 972 531 Lu 50 0 2469 0 469 2513 885 343 30 0 977 0 469 1084 531 60 5 0 694 0 469 838 1062 35 0 1103 0 469 1199 531 i 10 0 946 0 469. 1056 1062 I 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 50 0 1481 0 469 1553 53'1 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 6301 0 469 785 708,35 0 2206 0 469'12255 1062 15 0 799 0 469 926 708 40 0 2458 0 469 2502 1062 ' �' 20 25 0 0 967 1135 0 0 469 11075 1228 708 708 " 45 50 0 1 0 2710 2962 0 0 469 469 2750 2999 1062 1062 34340 MMETAL • WELD 11lSPECIALTIES= REFE�CE COLUMN 55 - 100' HAGL Pwl - W X WIND X HEIGHT 17'-6" �Pw2 m V X WIND X HEIGHT -17' -6" coL. @WIN> Full. 0 14 X 48 BACK TO BACK JOB TITLE JOB No � SHT.9-f— OF��� CALCULATED BY G q / GATE CHECKED BY -------- � DATE —� SCALE Mwl m Pwl X (HAGL + HEIGHT) -'- (AT GROUND LEVEL) 2 Mwl m Pw2 X (HALL + HEIGHT) (AT GROUND LEVEL) 2 MDL m Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb a Mwl�+ MDL OR Mw2 + MDL (GREATER NUMBER) �L I(`(D Mt m Mwl - SHT T-1 Mb HAGL HEIGHT AIXAL LOAD _ TE CAP NEGLECTEABOVE GROUND LEVEL D DL DEFT. 4 4 + (Mt )2.,::, Mt CAP I4 FOR 1" DEFLECTION--------, J MMETAL •WELD MSPECIALTIES' REFERENCE 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 - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl - Pw2 X (HAGL 4- HEIGHT) (AT GROUND LEVEL) 2 JOB TITLE - 20C HAGL d 5 0 JOB NO. SHHT. L-_OF��T�J_ CALCULATED BY 7145 DATE CHECKED BY DATE MDL -Kb. Mt 499 595 338 SCALE WIND 40 MDL a Pdl X TORSION LENGTH/2 (.AT GROUND LEVEL) O���D Mb m MW12+, •MDL�OR Mw2 + MDL r " (GREATER NUMBER) D=o `-To�stot�� Mt - F Mwl - SHT T-1 Mb + (Mt )2< Mb CAP Mt CAP L AIXAL LOAD - NEGLECTED HAGL o HEIGHT ABOVE GROUND LEVEL �I4 FOR 1" DEFLECTION WIND 20 HAGL d 5 0 Mwl 231 Mw2 96 MDL -Kb. Mt 499 595 338 DL D I4 365 WIND 40 HAGL 30 d Mwl 0 1303 Mw2 54!2 DL Mb 499 1395 IDT. Mtl 676 DEFL I4 10 315 131 630 1461 35 1471 612_1502 15 399,166 665 3288 40 1639 68 1713 20 483 201 700 5846 45 1807 752 11875 25 5671236' 755 9134 50 1975 79.8 2037 36537 30 651 271 820 13153 50 5 578 240 764 846 365 35 735 306 888 17903 10 788 328 933 40 819 341 959 23384 15 998 4151 1116 45 903 376 1032 29595 20 12081 503 11307 30 50 5 9187 347 399 144 1106 643 507 36537 365 25 30 1418 1628 590 678 1503 1703 10 473 187 696 tril 35 1838 765 1905 15 599 249 780 40 2048 853, 2108 20 725 302 880 45. 2258 940 2312 25 851 354 987 50 2469 998 2519 36537 30 977 407 1097 .60 5 694 288 855 1014 365 35 103 459 1211 1 10 946 393 1070 40 229 512 1326 15 1198 498 1298 45 355 564 1444 20 1450 603 - 1533 50 481 599 1563 36537 25 1702 708 1774' 40 5 463 192 691 676 365 30 1954 813 2017 10 630 262 804 35 2206 91 2262 15 799 332 942 40 2458 102 2508 20 967 402 1088 45 2710 112 2756 25 135 472 1240 502962 119 3004 36537 Mm"ETAL a -WELD ESPECIALTIES' COLUMN 55 - 100' HAGL 14 X 48 20' V JOB TITLE - 20C /`1",4y 1..,) O JOB N0, SNT. / OF / Q7 CALCULATED BY_i4 G DATE ` CHECKED BY DATE SCALE Pwl- W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) .17'-6" (AT GROUND LEVEL) 2 MDL m Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb Mwl?+ MDL20R Mw2 +MDL (GREATER NUMBER) PULL O j41 c> , Mt - Mwl - SHT T-1 Mb + (Mt )2< 1 r L.A Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL - HEIGHT ABOVE GROUND LEVEL ----I4 FOR 1" DEFLECTI DEFL 4 Mlm"ETAL • WELD MSPECIALTIES'= occcoer.,^o COLUMN 5' - 50' HAGL 14 X 48 30' V i ! JOB TITLE .30C /5-563 lio JOB NO._ SNT. (f—/ OF CALCULATED BYDATE CHECKED BY DATE SCALE Pwl m W X WIND X HEIGHT Mwl s 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 (AT GROUND LEVEL) @WiNe Mb =[MW71�+ MDL? OR Mw2 + MDL p= o 4r r\-7. To�ts10N (GREATER NUMBER) Fl1LL O jcj►�p Mt m Mwl - SHT T-1 Mb + LA& AI Mb CAP Mt CAP HAGL = HEIGHT ABOVE GROUND LEVELL LOAD - NEGLECTED , I4 FOR 1 " T)VrT BnmTnwr MMETAL •WELD MSPECIALTIES'= r+trtr+tNL;t COLUMN ' ' HAQT, 14X48 101 V _ Pwl = W X WIND'X HEIGHT Mwl a Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 m V X WIND X HEIGHT Mwl m Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 JOB TITLE 30` /446 E0 JOB N0. SHT. / OF / o CALCULATED BY Jf�G DATE CHECKED BY_ DATE SCALE MDL - Pdl X TORSION LENGTH/2 O WIND (AT GROUND LEVEL) Mb J Mw + MDL -?OR Mw2 + MDL 0= p -r� (GREATER NUMBER) F:'- LL. L� O %'� I N 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 20 HAGL 55 d Mwl 0 10711 Mw2. 669 DL Mb 514 1188 DL DEFL t 14 31.81 45538 WIND 40 HAGL 80 d Mwl 0 2983 w2 1863 DL Mb 514 3027 DL DEFL Mt I4 636 60 1155 722_1265 54195 85 3151 1968 3193 65 12391 774 134 .63603 90' 33191 20731 3359 70 1323 827_1419 73765 k50 95 348 2178. 3525 75 1407 87 149 84679 100 365J 26461, 3691 115054 80 1491 932 1577 96346 55 267 "16731 2727 795 4553 85. 1575 984_1657_108765 60288 -18051 2933 90 1659 1037 1717 121937 65 309d 19351 3140 95 11743 1089 181 135863 70 330 '20671 3348 100 1827 1323 11898 150540 75 351d 21981 3555 30 55 1607 1004-11687 477 45538 80 372d 23301 3763 60 1733 1083 1.1808 85 393d 2460 3971 65 1859 1161_1929 90 414 2592 14180 70 198511241-2050 95 4358 2723 4386 75 2111 1319 2173 100 4568 3308 4591 15054 80 2237 1398 2295 60 55 321 2007 3255 95 4553 85 2363.1476 2418 60 346d 2165 3504 90 2489 1556 2542 65 371d 2322 3753 95 2615 163 2665 70 397d 2480 4003 100 2741 1985 12789 150540 75 4222 2637 1253 40 55 2143 1338 12204 636 45538 80 4474 2785 1503 60 2311 1443 12367 85 1 4726 2952 4754 65 2479 1548 12532 90 497 3110 5006 70 2647 1653 126961 95 L 5 3C 3267 5255 75 M15.1758 128691 100 1 5482 3969 15506 5054 111METAL a. WELD SPECIALTIES= RFFFRr-Mrl= ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND JOB TITLE _?6RF J -4-J" ;r-3 JOB NO. SStHiT. F / Of q CALCULATED BY DATEI G CHECKED BY DATE SCALE Pall `""`f"'�'• a o a (1 +� 1 + 4.36h ) WHERE A m 2.34 P Pm 25.2 2 LATERAL SOIL: Pall — 200 A PSF/FT S1 b (CLAY, SANDY CLAY) b0 (SEE BELOW) hm H.A.G.L. BEARING i'-0" 29'-0"25'-0" Rim 200# + 17.5 (PER GOC TABLE) -A. Pall -Pall m 300 PSF/FT (SAND, SILTY SAND) S1 ® Pall`2 (3 1.33 30'-0"26'-0" — 400 PSF/FT (SANDY GRAVEL) 19'-6" Pall a 800 PSF/FT (SEDIMENTARY.ROCK) d — 4' MAX-FOR•COMPUTINGCSI STRESS IN. 14'-6")'-0" 3 i.A.G.L. 200 # lt i'-0" 29'-0"25'-0" Rim 200# 300'# 400 # 200 #b 3 01# 4000 # 30'-0"26'-0" 19'-6" 16'-6" 22'-6" 17'-6" 14'-6")'-0" 20'-0" 17'-O" 23'-0" 18'-0" 15'-0"'-0"'0"27'-0" 1'-0" 32'-6" 25'-0" 21'-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" 1J'-6" 16'-6" i'-0" 34'-0" 26'-6" 22'-0" 22'-6" 19'-0" 25'-6" 20'-0" 17'-0" [ '-O" 35'-0" 27'-0" 23'-0" 29'-6". 23'-0" 19'-6" 26'-6" 21"-0" 17'-6" [ '-0" 36'-0" 28'-0" 23'-6" 30'-6" 31'-6" 24'-0" 20'-0" 27'-0" 21'-6" 18'-0" '-0" 37'-0" 29'-0" 24'-6" 32'-6" 24'-6" 21'-0" 28'-0" 22'-0" 19'-0" '-0" 38'-6" 30'- 25'-6", 25'-6" 21'-6" 29'-0" 23'-0" 19'-6" s '-0" 39'-6" 31'-0" 26'-0" 33'-6" 26'-6" 22'-6" 30'-0" 23''-6" 20'-0" E f-0" 40'-6" 32'-0" 27'-0" 34'-6" 35'-6" 27'-0" 23'-0" 31'-0" 24'-6" 21'-0" b '-0" 41'-6" 33'-0" 27'-6" 28'-0" 24'-0" 32'-0" 1_ �r rr '-0" 42'-6" 33'-6" 28'-6" 36'-6" 9'-0" 21+'-6" 33'-0" 26'-0" 22'-0" 7 '-0" 43'-6" 34'-6" 29'-0" 7'-6" 38'-6" 29'-6" 25'-0" 33'-6" 26'-6'1 22'-6" 8 '-0" 44'-6" 35'-6" 30'-0" 30'-6" 26'-0" 34'-6" 27'-6" 23'.-6" 8 '-0"' 45'-6" 36'-0" 30'-6" 39'-0" 40'-0" 31'-0" 26'-6" '35:-6" 28'-0" 24'-0" 9 '-0" ,46'-6" 37'-0" 31'-6" 41'-0" 31'-6" 27'-0" 36 -0" 28'-6" 24'-6" 9 '-0" 47'-6" 37'-6" 32'-0" 41'-6" 32'-6" 33'-0" 27'-6" 37'-0" 29'-6" 25'-0" 10 )'-0" 48'-6" 38'-6" 32'-6" 42' 28•-0" 37'-6" 30'-0" 25'-6" 10 ii, MMETAL • WELD SPECIALTIES= OCCGoc l r CUBE FTG WITH REINF. 14 X 48 FF B/B SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BLARING P – 400 PSF/FT (SANDY GRAVEL) FORMULA - d A (1 + 1+ 4.36h WHERE A – 2.34P (PER C8Q 2 A S.b M a 4691–K P – (20) PI h ao� /PA (30) 25.2 Z - 4 – — - .L – P2 (40) 33.6 Tog, 6 F.A. PACE (50) 42 `LEN&Tt* (TyR) (60) LENGTH X WIDTH X DEPTH 1-311 -3It -31; ,;I -A I -3't -'All r P2 15.75 21 26.25 /T `f' JOB TITLE JOB NO. SHT.J�- / OF CALCULATED BY �' ' `� DATE �2 CHECKED BY DATE SCALE SIGN 14 X 48 FULL FLAG BACK TO BACK LATERAL SOIL BLARING P – 400 PSF/FT (SANDY GRAVEL) FORMULA - d A (1 + 1+ 4.36h WHERE A – 2.34P (PER C8Q 2 A S.b M a 4691–K P – (20) PI h ao� /PA (30) 25.2 Z - 4 – — - .L – P2 (40) 33.6 Tog, 6 F.A. PACE (50) 42 `LEN&Tt* (TyR) (60) LENGTH X WIDTH X DEPTH 1-311 -3It -31; ,;I -A I -3't -'All r P2 15.75 21 26.25 MMETAL • WELD MSPECIALTIES-'j CUBE FTG WITH REINF. 14 X 48 FF V SIGN 14 X 48 FULL FLAG 30' V (MAX) PA LATERAL SOIL BEARING P — 400 PSF/FT (SANDY GRAVEL) FORMULA - d = A. (1 + 1+ 4.36h WHERE A a 2.34P (PER CBC) 2 A S.b M ® 5141- 26.25 8X8Xll h • — (M pt + MW/p2 P (20) a _ �• ---$ - _ ToRsi0�1 P2 (40) 12 .13 . '(50) 15 112 ,QLENGTH X WIDTH X DEPTH 1212 JOB TITLE - T cg JOB N0. SHT. �OF �J CALCULATED BY �G DATE CHECKED BY DATE SCALE P, PA 16.8 10.5 25.2 '15.75 33.6 21 42 26.25 nn�Ji• cu •ror su rsr, 40 PSF 50 PSF 60 PSF 5 X8X11 8X8Xll 1 2 8XSX12 10 11 12 .13 . 15 112 1212 1312 20 12 13 '14 25 8X8X10 12 13 1/2 14 1/2 30 1212 14 1512 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 8X8X18 1/2 55 14 1/2 17 9X9X18 60 15 M.'ft7 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 Joe TITLE P I In WA G 1 T 1 eS JOB N0. SHT. M' 1 OF MMETAL WELD CALCULATED EKY S L'� DATE SPECIALTIES" CHECKED BY DATE Z ,,REFERENCE SCALE GAP/iGIfilES •FOT.~_ P1 P,5S I: 5=-M(D,4-DZ) WHERE Dt 0.0. 1. D. .5= 'SO i '.Fb= .-72 F� (1F °/r, : 5300/F� '30 0.2505 35 F6_. 662T f,-`�'� ( Jr- 13000 > t%r > 330%� 2585 '(STFUS5 IACREASO 372.8 ':MbcAP- SxF6x1.339/� 5'34.8 45.4. 79.5 • D Gs7s P, 9q Fy �Y3 0.281 35 193.1 .Fly - ( n+E LARGER- OF). 23 80o tt boo - or•� F C1'�/T-� 6575 �tND 49 z .) �MtCAP ' CZI) x l.,s� �" CSTFlfi55 I V CRtEASE) 14.0 539.3 60.7 DIA WALL Fy' s I Fb Mb CAP Fv Mt CAP L max' WT/FT. in in ksi- Sn3 in4 ksi ft •k ksi ft k ft #/f t, '30 0.2505 35 172.3 2585 19.5 372.8 14.0 5'34.8 45.4. 79.5 • 30 0.281 35 193.1 2897 20.2 432.4 14.0 539.3 60.7 89,.3'• .;. 30 0.312 35 21?,.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 14.0 855.1 UNLTD 128.'5 '•30 0.438 35 296.3 4445 25.2 827.6 14.0' '919.5 UNLTD 138.4 .•30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0.500' 35 336.1 5042 25.2 938.9 14.0 1043.2 UNLTD 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9'' ,30 0.625 35 414.9 6224 25.2 1158.9 14.0 12?7.7 UNLTD 196.3_•, 30 0.656 35 434.2 6512 25.2 1212.6 14.0 1347.3 UNLTD 205..8 . 30 0.688 35 45;.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• 30 0.750 .35 493 ..7 7375 25.2 1373.3 14.0 15x5.9 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. JOB TITLE-'PlPV GQ'PQ-C-IT IEC_ MMETAL WELD ,OB HD• -SHL M - I . OF � V; SPECIALTIES CALCULATED•UY CHOCKED DYE ' S L =_ DATE OATE SCALE I REFERENCE F -O _ a'Es 5= �rCD14"DZ ) INNERS DI - C'.0 , 32 Dl 1.0. .: 'F6z .72'F� (1F °/r.�: 33oo F b= X62 T* +_+F (i; 13000 > t%r > 3300,/F N STRESS ,Mb tAP =. S X Fb x IIIGREl+SE) Az I D 657.9 qq /3 FY= TFFi; LARGER -:•or-) 23800 tlboo �T' % 4- YJD �p�'i� �`� p3�2 `1F A4 J0 F�,/S MtGAP = (2I) (STRESS 1ACRERSE) X °/Z) 12 r DIA WALL Fy SI an in ksi in7; in4 Fb ksi Mb CAP ft k Fv Mt -CAP L max' WT/FT ksi 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. 35 309.4• 5569 19.2 593.5 14.0 .867.1 46.2 107.3 .0.312 36 0.344 35 340.x; 6124 19.7.. ^0.3' 676.9. 766.5 14.0 14.0 960..2 10y5.9 60.0 76.6 ..119.1 ,36- •'0.375 35 369.Sl 6659 20.9 1033,5 .14.0 1148.0 95.1 131.1 142.8 0.406 35 399•.°,. 7191 36' 0.438 35 429.E: 25.2 .1115.8 14.0 '14.0 1239..7 UNLTD 154.5 7737 36 .0.469 35.459..E 8263 25.2 25.2 1200.5 1282.1 14.0 133.3.9 142.4.6 UNLTD 166.5 36 0.500 35 488'.1 8786. 25.2 1363.3, 14.0 .1514.8 UNLTD UNLTD 178.2 189.8 :36, 0.562 35 545'. 9825 6 X36, 0.625 35 603.E• 10868 25.2 1524.4 14.0. '1693.8 UNLTD 212.9- «v :36 0.65.6 35 632.1 11378 25.2 25.2 1686,.4 1765.5 14.0 14.0 1873.8 1961..6 UNLTD 236.4, 0.688 35 661.2 11901 25.2 1846.6 14.0 .- 205.1.8 UNLTD UNLTD 247.9 259.8,' ,1-36 36 0.750 35 717•.0 12906 136: 0.875 35 827.8 14900 2.3.2 2002.6 14.0 2225.1 " UNLTD. 282.7 136 1.000__35 936.2 ._16851 213.2 25.2 2312.0 2614.7 14.0 14.0 2568.9 29A5.2 UNLTD UNLTD 328.6 374.2 _ MM • WELD ESPECIALTIESZ. REFERENCE 'Fo r:_ P i Pea JVu ... r.. CALCULATED qY DATE,/ CHECKED DYE DATE SCALE 5= 'T(DI 4 -DZ ) '` H.SRr- D, = 0.0. 32. D, Ott 1. D. 2 'Fb= .'72 Fj (1F MMr. ' 3300/F�) FL'r (1= 13.000 > r/r > 3300/, 5TRE55 114CREA5E) M6 cAP = S x Fb x Az Fv :,FY = .(T1{5 LARGER. or-) 238op s/ OR ti booD b575 s �No q9 D /t C1F �r J MtcAp = Fy (Sl),-CSTPT;5S 114CREASE) x 1.3 S .. {DIA WALL Fy ;3 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 0.344 35 421.3 8425 19.7 919'.5. 14.0 1307.3 65.4. 145.9 :'40 • 0.375 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 3.4.0 1535.7 99.0 171.9 ";40 0.438 35 532.6 10652 25.2 1487.5 2.4.0 1652.8 UNLTD 185.•3 . 140 r40 0.469 35 56'x.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 1878.0 UNLTD 211.2 ' 40 0.562 35 677.0 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 89;9.8 17816 25.2 2487.9 _14.0 2764.4 UNLTD 314.7• 40 0.875 35 1029.5 20590 25.2 2875.3 x.4.0 3194.8 UNLTD 366.0 40 1.000 35 116S.5 23310 25.2 3255.2 14.0 361ft.9 -UNLTD 417.0. J��.,:_� , ;_ __�... ___ , �___ METAL m- WELD JOB 1140.-- SHT. SOF- CALCULATED al' DATE SPEC�LT[E='j cxECKED BY' DATE SCALE 7ESENCE ---------- M. 0)-1 E4 -q, c, I Ir I's s r-0 T;-, Z C,0 L- 0 � WHERS Diz o.o, .3Z of XFb z .72 'F F D/- C 330 01F�) 0 0�i> > 3 3 0 0 (5TFFS5 INCREASE) CAPEl x 1-33 Az �►!✓ +1k F� (L/D)* I. 'Y THS LA F, G ES: oP) If -boo /T -3 /4 F 415 (VD)y-V lz-y (,L:r) CSTRESS IMCREASE) F/Z) 12 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 0.250 -35 340.2 - 7145 17.9 676.5 .:14.0 1055.8 27.4 111.6' ..42 42 0.312 35 422.7 8877 18.9 886.3 :14.0 1312-8 47.6 139.1 f442'_'0.3.44.35._. 465-0-9765_1001.0 14 . 0 144.3.1 60.8 153.2`) 42 0.'375 .35 505.8 10622 19.9 1116-2-14.0 1560•.6 75-.4- 166.9 42 0.406 35 546.4 11474 .20.4 1235,3 L4.0 1695. 6 92.0 180'.6 -42 *0. 43 8 - 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 ,;42 .0.469 35 628.3 13195 25.2 1754.9 L4.0 194J.9 UNLTD 208.3.•. ..',42 -0.500 35 668.4 14036 25.2 1866.8 L4.0 207-1.2 UNLTD 221. *'9 •42 0.562' 35 747.9 15706 25.2 2088.9 14.0 2321.0 UNLTD 249'.0.:.' .:. .42 0.625 35 828.0 17388 25.2 2312.6 14.0 2589..6 UNLTD 276.5 42 0'.688 35 .907.4 19054 25.2 2534.2: '-4.0 2815.8 UNLTD. . 303.9. 42 3.750 -35* 984.7 20679 25.2 2750.4 14.0 3055.9 UNLTD 330.8 - - i42 0.875 35 1138.6 23910 25.2 3180.0 .14.0 353:3.4 UNLTD 384.,7- 84.-7-42 421.000 - 35 1289.6 27081 25.2 3601.8 14.0 4002.0 UNLTD 438.4 • Q ! 3 a�3 .x 6FF, CE,'COPY Address, GAS' , Meter By Date l �ELEdThl� 'S P"m6tei By.Date , Z-0 COUNTY OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER T O. (Rev. 12/96) APPLICATION AND PERMIT ��"'f� ASSESSOR PARCEL NUMBER - yO ZONING I BUILDINGPERMIT OWNER 1 TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MANdNfiE %% D SS � P� �, � .���� lin _ CONT(iAe70R'S E - T HONE - CO= ADD -'- f. l CONSTRUCTI N 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 $ BUILDING ADDRESS Energy Plan Checking Fee $ $ Gne� Dt,D4 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE �� SF ❑ Duplex ❑ Mobilehome V Other " fp4 g, "rrnI#;/.Z-- z / SPECIFY Each Trap 1 7.00 Solar or heat um 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: j- 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 Filing Fee 20.00 EOOVOR LESS Main Service zoOA 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 inII force and effect. License Class �_ I'll'. Lic. No. f ��1 l., 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' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 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' cpmpensation _ provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. A X 11-#, , rry Y_'" ,✓ ��- Date l _ Signature of 'Applicant _ ❑_Owner 9,Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction}if of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST.owELLxaG OCCUP. SO- OR ADDNS. ( a ACC. BLDs. 3.5¢FT; I.pµga,p. . MULTI -OUTLET 97.50 PowER APPARATUS a SINGLE OUTLEr CR, 20 ® I Ex. Occup. OUTLET ORFixruREs BAL s0 Ex. Occup. OtrritDrs pa,6.) A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ q MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE 3 — _ HAz. D. FEES IMP FLOOD CDF PARCEL Po HD SUf� _ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ! , / ,Dlateq PERMIT EXPIRES ON 77! 1 // `, `J '') Data. Receipt No. 2.7 a1 L O WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IJ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 R I o. (Rev. 12/96) APPLICATION AND PERMIT `� ASSESSOR PARCEL NUMBER r O ` ZONIN ems-_ /, BUILDING PERMIT OWNER TELEPHONE— SO. FT. OCC. BUILDING VALUATION .OWNERS 77ESS LI ee �� 1 CONT E T ONE CO MAIUNG AD— DCONSTRUCTI NLENDER CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS S r�- // LJ�_ Energy Plan Checking Fee $ $ Gnee•J QLD PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 01176the, / ' cIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑-Otther 13 Describe Work: f� Z_Z24CIO- �f}77•'/i: - j �f� Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 ,2 3 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 Il force and effect. License Class f� Lic. No. 0�2.h _� OWNER -BUILDER 13ECLA ATI N 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' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. OW EwNG OCCUP. SO OR ADDNS. ( s Acc. BLns. 3.50FT; NEW HESID T.MULTI.O11 URCUITS TLET @7,50 POWER APPARATUS UTLETCIS. TEO B20 @ 1.00 OurLETORFocruREs Ex, OCCU OUTLETw Ex. Occup. ouTLEEDrs ASID.)OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ Y MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation e hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' com ensation laws of California, and agree that 'rf I should become subject to the orkers mpensation sions of section 3700 of the Labor Code, I shall forthwith c ply w' o pr isio X Date Signature f ant 6 CLOwlTer ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 3 — HAZ D FEES IMP FLOOD I CDF PARCEL PD HD S 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. Q _. By Date PERMIT EXPIRES ON _7101 > pe Receipt No. 2.-73)7- o WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541[I PERMIT NO. (Rev.12/96), APPLICATION AND PERMIT 0 T _0 0 52, ASSESSOR PARCEL NUMBER 006-400-051 ZONING M1 BUILDING PERMIT OWNER STOTT OUTDOOR WOOD 342-3235 TELEPHONE SO, FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS PO BOX 7209 CHICO CA 95927 CONT EST VALUE 28,000.00 CONTRACTOR'S NAME ' OWNI :.L\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 28 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 176.47 BUILDING ADDRESS 11 THREE SEVENS LANE CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE $ 467.97 LOT NO. SUBDNISIO SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW COMMERCIAL SIGN Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�°o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurece S§Lrier policy number are: Carrier Policy Number -c�q (The above sections need not -be completed N 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 lawp of California, and agree that if I should become subject to the workers' co e n provisions of section 3700 of the Labor Code, I shall forthwith c pl lth ose provisions. X P DateC3 Sign atthv-tT Applica - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is requirOR 1^ed for excavations o r 5' " deep and demolition or construction of structures over 3 stories in hei ht. Receipt No. WHITE-D.D.S.-B.D. A6 SOggI N P 1OR OLDENROD-APPLICANT Main Service TO l 46. 00 WEE200A NEW CONST. DWELLING OCCUP. SO U so OR ADDNS. ( a ACC. BLOS. 3.5¢FT: NOµq °�IpT MULTI..R.0OUTLE97.50 POWER APPARATus s SINGLE oLmET CIR. .00 EX. OCCU OUTLET OR FDRURES BAL @ I.550 FIXED Ex. Occu . oirTrs ASID,°En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 23.00 PERMIT FEE $ 50.50 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 51§. 47 D IMP o D COF P EL s E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a for which fees have been paid. 2 c a By Date J PERMIT EXPIRES ON Z 5 O5 (Date) �-i -f ova v v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ER NO. AND PERMITRPARC�NUM3ER 96)APPLICATION ZONING BUILDINGPERMIT a 40 161) HONE SQ. FT. OCO, BUILDING VALUATION 1 WNFTiS DRE; /� /1„ Ld `(J LAI TELEPHONE CD NrRACTOP'��.ueuF j j (�e�ne, 5 NTRACTORS NG ADDRESS TRUCTION LENDER Fireplace MUNr ADDRESS G v Total Valuation $ ARCHI'MM OR ENGINEER LICENSE NO. Fln Fee $ 20.00 Permit Fee $ 5 U Permit ARCIu�c... OR EY.fi"`.'�S �G ADDRESS Plan CheckingFee 47 BUDDING ADDRESS A Oki Energy Plan Checking Fee $ &6 $ PERMIT FEE S PARCEL, MAP LOT Na ;UBDNIS�T LS NAIdE -7'7 — 3 i Z �+ PLUMBING PERMIT Firing Fee 20.00 I 67QC Each Tr 7.00 - USEOFS UCTURE So or heat pump water heater 23.00 / % U /-00S_5 ' . . COUNTY OF BQTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �7 County Center Drive, Oroville, CA 95965'Phone (530)538-7541 Fax (530)538-2140 P'ERMIT APPLICATION DATA SHEET OWNER: G/ / ' (JC`i`�c / cel/�/WL ASSESSOR PARCEL NUMBER Proposed Building Use: C C_ mmr&Ic t L S le o Counter Technician: I V ' Date: �- � � � 44 Items. required in order to apply for a permit. All boxesVILIST be checked OR marked NA in order to apply. -1. Site plans, 3 or 4 sets, signed by the preparer of the plans. %lPx // X / r7 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. V 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. m J 9. Metal bldgs`, A-)' Metal Bldg Plans, (B)1y plans and calcs in triplicate,'(;C��,)tlevations in triplicate1tby4or 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 ❑ I 14. Hazardous Material Form dl 15. Sanitation and site plan approval from the Environmental Health Department in P(5hhico ❑ Oroville, as applicable. ❑ 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 Fo�e�y plan approval ❑ paid. Sent by: ............. -� d 'r 24. Planning approval (A) Use:;�A,: �(B)Parking: (C) Parcel Check: (i -.?.1' 0 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. 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 x`'"325= IS and hold for pickup. I have been informed of t bo Items and requirements for obtaining a building permit. Applicant: Date: I1 Z C'T 1. Index permit appp ion for the above items numbered: Plan Check Letter =equired Contra"c'tor..,i , owner, was advised of the above data by ne,❑ mail, ❑ counter, by Date: ° igner, owner, was advised of the above data by ❑phone, ❑mail, ❑counter y Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm- Water Permit and . Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACREI 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 away that submitting false and/or inaccurate information may result in revocation of grading ano 1_her ermits or other sanctions provided by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Stone Water Management Program Revised 7/02/03 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 c`1�1-f/(J I �� �11(�� A.P. # o' I PR SED BUILDING USE 0 -con nlef[r a , L uh DATE i' I n 'a RECEIPT # DATE REC. 1. BUILDING PERMIT FEES i --- 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. Fig. 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) J 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X =$ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit applicatio I dvised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the a c e ng process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY JAN 12 2004 .DEVELOPMENT SERVICES !mss 'c' i �— G !AA :Z Q (S --:MJ 3YL- -3a�E CLL -1-3 Fai ' �1 App o6-400 ::YI )-�0N2vAC- PIr+4 r-=`�r- AP 0.- W,--9ooCA Io_ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4 E.H. USE ONLY Piot Rea Anocttadd Foos Rea Attached 4 smut to B.D. / KWIC 97 AP# Plan Approved for: Sewage Disposal i/ Water Supply: Public Private Well Clearance for dwelling. Other � � /'Q, 2 - - (� � Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 I#, ` �S� I 5po, i A Db- 400 - 02- ®vr000fi, mot: cr S) w � S � 9 "J Pler pig ,STOP cy�T'AGVL A/� oe-A:7 rS i nj� CA 9gf P*44yqc�7- 5Y7-� zqO' 2 -4 APPROVM Butte County Environ enta eat e t8 S Sign r ' �4 o - �� w \�c / /�/ p �'F• r' p P�� -co PARC ` L 4 6 �5 < 2.., 67 Actj c'ss c39��2 5 8g° 29' 00 Ji ci A4 G�3 \J4 .+ 191 Op. 66° p5' 00 / J9' 3rn � yi% D O �y C'QJP' �d�, OE LEVEE �? opt Fi P qC` q� �° t9 �CP i ^V <1 60' EASEMENT FoR 1t4GRE55 AND EGRESS AND A `PUBLIC UTILITIES 4 O ZALN_AG.E_ TO Sr_- T1.E S RV, D.__1_N A1. o 1s N.E2r--$Y Ow•FEREU FOR D ED I CATION TO BLS-" -S COUNTY. 1p i 7O.RN1A 30000832 \ 301, �xigrl 40 $Q -Tb Ac 604 ov Ov Otook Fop 0z x G) 000c) rn BUTTE COUNTY 0 JAN 2 1. 2004 DEVELOPMENT SERVICES 48'-0" L=ACE S 5 SPACES AT V-0 40'-0° 4'-0" HANDRAILX—REAR MAINTENANCE PLATFORM I►� FRONT MAINTENANCE REAR L4DDIER --- CROSSOVER FRONT MAINTENANCE 1=1 A r=.,9=*„4 I ,I I h I METAL -WELD SPECIALTIES, INC. , (PEft id2LE) ELEVATION lu '4 FRAME L 4 X 3 X iia. LLV FOR CUBE FOR 5/5 I FRONT MAINTENANCE PLATFORM u (L) 1/2"4 J BOLT $ FRAME L 3 X 3 X W FOR (L) (W) �l MAIAITEN,4NCE PLATFORM LEDGERREAR 1 I U r 4'-0" 1q'-6" GRATE X AMIGO EXPANDED i - - 81-0" 8'-0" O 15'q-0" i I 4'-0" 20'-0" 8'-011 p 12"-0" 18" O.C. 8'-0" :DGER 20'-0" 360 x .406 4'-0" 21'-0" 8'-0" 5'-0" 12'1-92r 8'-0" IT 12'-0" 2.0 PSF CRATING FOR V-11/20 360 x .436 4'-0" -cq q'-0" 5'-0" 12"-0" — V -O" 12'-0" 30'-0" 1/200 J 5OLT 314 PSF GRATING FOR 3'-1 itZ" 22'-0" CROSSOVER 5'-0" 1211-0" FRONT LEDGER 8'-0" R � LENGTH "L" 4'-0n (SEE TA5L1 #5 4T 12" .O.C. L/2 LA 8'=(�" _ 1 _ , EACH WAY, 4 40'-0" 360 x B62 4'-0" SIDES FOR " 5'-3" 13"-0" V-5UILD 8' -ID" 13'-0" 45'-0" 360 x B62 SIGN FACE 24'-6" 10'-6" 5'-3" SIG FACE 8'-0" 8'` 0" 13140" METAL 8" DECK W/ 36-0 x .625 4'-0" 25'-6" 10'-6" 5'-3" 14"-0" 8'-0" 8'-0" 14'-0" n 55 -0 (3) 1,A2NO A301 BOLTS n 5 -0 i n 23' -On 1 n 11'-0" 1 " 5 -6 48'-0" L=ACE S 5 SPACES AT V-0 40'-0° 4'-0" HANDRAILX—REAR MAINTENANCE PLATFORM I►� FRONT MAINTENANCE REAR L4DDIER --- CROSSOVER FRONT MAINTENANCE 1=1 A r=.,9=*„4 I ,I I h I METAL -WELD SPECIALTIES, INC. , (PEft id2LE) ELEVATION UPF IT HAS BEEN PROVIDED FOR PERMIT PURPOSE ONLY. PROFESSIONAL SEAL VALID ONLY WHEN FABRICATEDBY METAL—WELD SPECIALTIES, INC. ANY OTHER USE OR . REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT FROM METAL—WELD SPECIALTIES, INC. TO SUIT THE INDIVIIDUAL LOCATION, THIS STRWCTURE MAY SE ORDERED WIITH THE COLUMN ORIENTED . TOWARDS EITHER END OF "V" (8) itt? p A3.,t `—TORSION BOLTS � ��A (2W" GAGE) - W12x14 `y 'LAN vlEl v—BUILD r�H I rvta-� COLUMN PIPE SIZE (35 le-60ROUND FRAME L 4 X 3 X iia. LLV FOR CUBE FOR 5/5 CU5E FOR V -BUILD FRONT MAINTENANCE PLATFORM DEPTH (L) 1/2"4 J BOLT $ FRAME L 3 X 3 X W FOR (L) (W) DEPTH MAIAITEN,4NCE PLATFORM LEDGERREAR 1 U 360 x.315 4'-0" 1q'-6" GRATE X AMIGO EXPANDED 5' -On 1211-0" 81-0" UPF IT HAS BEEN PROVIDED FOR PERMIT PURPOSE ONLY. PROFESSIONAL SEAL VALID ONLY WHEN FABRICATEDBY METAL—WELD SPECIALTIES, INC. ANY OTHER USE OR . REPRODUCTION IS PROHIBITED WITHOUT WRITTEN CONSENT FROM METAL—WELD SPECIALTIES, INC. TO SUIT THE INDIVIIDUAL LOCATION, THIS STRWCTURE MAY SE ORDERED WIITH THE COLUMN ORIENTED . TOWARDS EITHER END OF "V" (8) itt? p A3.,t `—TORSION BOLTS � ��A (2W" GAGE) - W12x14 `y 'LAN vlEl v—BUILD r�H I rvta-� H.A.G.L. COLUMN PIPE SIZE (35 le-60ROUND FRAME L 4 X 3 X iia. LLV FOR CUBE FOR 5/5 CU5E FOR V -BUILD FRONT MAINTENANCE PLATFORM DEPTH (L) 1/2"4 J BOLT $ FRAME L 3 X 3 X W FOR (L) (W) DEPTH MAIAITEN,4NCE PLATFORM LEDGERREAR 10'-V 360 x.315 4'-0" 1q'-6" GRATE X AMIGO EXPANDED 5' -On 1211-0" 81-0" 8'-0" O 15'q-0" METAL FIELDED ,ANGLES 4'-0" 20'-0" 8'-011 p 12"-0" 18" O.C. 8'-0" :DGER 20'-0" 360 x .406 4'-0" 21'-0" 8'-0" 5'-0" 12'1-92r 8'-0" IT 12'-0" 2.0 PSF CRATING FOR V-11/20 360 x .436 4'-0" 21'-6" q'-0" 5'-0" 12"-0" WIDE MAINTENANCE PLATFORM V -O" 12'-0" 30'-0" 1/200 J 5OLT 314 PSF GRATING FOR 3'-1 itZ" 22'-0" 10'-0" 5'-0" 1211-0" WIDE MAINTENANCE PLATFORM 8'-0" R � 360 �x - 500 - 4'-0n T`rFICAL lop4AL<1^4A`r DETAIL 8'=(�" _ 1 _ , in 40'-0" 360 x B62 4'-0" 23'-6" 10'-6" 5'-3" 13"-0" 8'-0" 8' -ID" 13'-0" 45'-0" 360 x B62 SIGN FACE 24'-6" 10'-6" 5'-3" SIG FACE 8'-0" 8'` 0" 13140" METAL 8" DECK W/ 36-0 x .625 4'-0" 25'-6" 10'-6" 5'-3" 14"-0" 8'-0" 8'-0" 14'-0" n 55 -0 (3) 1,A2NO A301 BOLTS n 5 -0 i n 23' -On 1 n 11'-0" 1 " 5 -6 n " 13 -6 1 n 8 -0 1' n 8 -0 PER UPRIGHT 60'-0" 400 x B62 5'-0" 24'-0" 11'-0" PLYWOO 1411-0" 61-0" 814" 151-0" 65'-0" 400 x .625 5'-0" 24'-6" 11'-0" 5'-6" 141-6" $'-0" 8'-0" 15'-6" 10'-0" 400 x b25 11111 25'-0" 11'-0" 5'-6" 15'-0" - 8'-0" 16'-0" 15'-0" 400 x .688 5'-0" 26'-0" 11'-0" 5'-6" 15'-6" 81-0" 8'-0" 16'-6" 801-0" 40-0 x .688 5'-0" 26'-6" 11'-0" 51-6" 16'-0" 8'-0" S'-0" 16140" 65'-0" 400 x .150 5'-0" 21'-0" 11'-0" 5'-6" 16'-6" 8'-O" 8'-0" 1i'-0" 10'-0" 400 x .815 5'-011 21'-6' 11'-0" . 5'-6" 1'11-0" 8'-0" 8'-0" 111-6" C1511-0111 400 x .815 'LATFOF"I 26'-0" 11'-0" 5'40" 11'40" 8'-0" W-0" 18'-0" 1OV-01 400 x Z15 AINTENANCE 2q'—O" llo 5140" H.A.G.L. COLUMN PIPE SIZE (35 le-60ROUND FOOTING SIZE CUBE FOR 5/5 CU5E FOR V -BUILD DIA. DEPTH (L) (W) DEPTH (L) (W) DEPTH x 10'-V 360 x.315 4'-0" 1q'-6" 81-011 5' -On 1211-0" 81-0" 8'-0" 111-0n 15'q-0" 36-0 x 3-15 4'-0" 20'-0" 8'-011 5'-0" 12"-0" 8'-0" 8'-0" 11'-6" 20'-0" 360 x .406 4'-0" 21'-0" 8'-0" 5'-0" 12'1-92r 8'-0" 8'=0" 12'-0" 25'-0" 360 x .436 4'-0" 21'-6" q'-0" 5'-0" 12"-0" 8'-0" V -O" 12'-0" 30'-0" 360 x Aroq 4'-0" 22'-0" 10'-0" 5'-0" 1211-0" 8'-0" 8'-0" 12'-6" 360 �x - 500 - 4'-0n 8'=(�" _ 1 _ , 12'-&"- 40'-0" 360 x B62 4'-0" 23'-6" 10'-6" 5'-3" 13"-0" 8'-0" 8' -ID" 13'-0" 45'-0" 360 x B62 4'-0" 24'-6" 10'-6" 5'-3" 1311-6" 8'-0" 8'` 0" 13140" 50'-0" 36-0 x .625 4'-0" 25'-6" 10'-6" 5'-3" 14"-0" 8'-0" 8'-0" 14'-0" n 55 -0 400 x B62 n 5 -0 i n 23' -On 1 n 11'-0" 1 " 5 -6 n " 13 -6 1 n 8 -0 1' n 8 -0 1 n 141-6" 60'-0" 400 x B62 5'-0" 24'-0" 11'-0" 51-6" 1411-0" 61-0" 814" 151-0" 65'-0" 400 x .625 5'-0" 24'-6" 11'-0" 5'-6" 141-6" $'-0" 8'-0" 15'-6" 10'-0" 400 x b25 5'-0" 25'-0" 11'-0" 5'-6" 15'-0" 8'-0" 8'-0" 16'-0" 15'-0" 400 x .688 5'-0" 26'-0" 11'-0" 5'-6" 15'-6" 81-0" 8'-0" 16'-6" 801-0" 40-0 x .688 5'-0" 26'-6" 11'-0" 51-6" 16'-0" 8'-0" S'-0" 16140" 65'-0" 400 x .150 5'-0" 21'-0" 11'-0" 5'-6" 16'-6" 8'-O" 8'-0" 1i'-0" 10'-0" 400 x .815 5'-011 21'-6' 11'-0" . 5'-6" 1'11-0" 8'-0" 8'-0" 111-6" C1511-0111 400 x .815 5'-0" 26'-0" 11'-0" 5'40" 11'40" 8'-0" W-0" 18'-0" 1OV-01 400 x Z15 5'-0" 2q'—O" 11'-0" 5140" 18'-6" 8'-0" 8`-0" 18'-6" KUNW11UNc: ASIM A-15 ANU A-305 GRADE 40 DEFORMED (U.N.O.). PLACE ;REINFORCING PER ACI 318-92 AND CRS'I STANDARDS. LAP SUM 30 BAR DVuOERS. ASTM A-615 GRADE 60 DUMED (AS REQUIRED). WELDING RODS - ASTM A-233 E-70 SERIES LOW HYDROGEN. WELDING PROCEDURE SHALL COMPLY WRH i AMERICAN WELDING SOCIETY STANDARDS. SHOP WELDING TO BE PERFORMED BY CERTIFIED WELDERS. STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PANT WOOD STRUCTURAL MEMBERS - ROUGH SAWN DOUGLAS FIR–LARCH f 2 ' WITH Fb (rdEPEITTIVE) - 1310 PSI BOLTS AND NUTS – REGULAR BOLTS SHALL CONFORM TO ASTM A-307. ' HIGH SIRfENGTH BOLTS SHALL CONFORM TO ASTM A-325. IN •BEARING TYPE •CONNECTIONS"WHIN THREADS 1RE'NOIT ^REQUIRED 'BY DESIGN TO BE EXCLUDED . FROM .THE: SHEAR PLAN OR WORKING IN .TENSION„INSPECTION PRIOR 70 OR -DURING INSTALLATION ,WILT.: -NOT BE .REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUI' METHOD (1/3 OF A TURN PAST A SNUG TIGHT CONDITION). ROUND OR SQUARE CAISSON FOOTING – EMBEDMENT DEPTHS FOR FOOTINGS DO NNOT APPLY TO L.MMONS WHERE WALLS OF THE NOLLE WILL NOT STAND WITHOUT SUPPLEMENTAL ,SUPPORT, ORR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATER& SOIL PRESSURE PER UBC TAME 184-1–A FOR CLASS 3 SOIL (SANDY GRAVEL) IS 400 #/FT 2/FT (ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTm OF 2) EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3, CONCRETE COVER REQ'D). THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BUM ERECTIONAND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL. NOTIFY ENGINEER IF SIRUCRIRE IS LOCATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR EXCEED ALL STATE AND LOCAL CODE REQUIREMENTS BEFORE ERECTION. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR EI ION OF THIS STRUMRE. CUSTOMER 30 PSF WIND 400 PSF/FT SOILS SIGN LOCATION 14 x 48 FULL FLAG BACK TO BACK & 30' V --BUILD METAL. -WELD UPAINT DR. CH. SPECIALTIESz �N sl _ 8137 N. 83 Ave' Peoria, AZ 85345 HOLE SIZE 2/DATE: 623-979-1117 Fax 623-979-9722 2/ 600 Seven WaterfrontPlaza, Suite 400 JOB N0. SH NO. 500 Alo Moana Blvd. Honolulu, HI 968113 808-526-4113 Fox 0305-00 A OF 2 808-522-9490 F11 s 4 PANG TRAIL L 3 x 3 x 1/4 W/ (2) 1/20 A-301 _ - : t , v `�. r .-, z ..� R� R LEDG�EiR t1 : ' _ ,� �4i� L�DC��tzIT � � ., �. _ p :. c �i� x 1352) BELTS 2 Ud r -e11 -�-,' l F ..- �- / � 1 1. -, _. _ - i VIWIVI` 1- 11 i�.^. 3(d� x x.3'15 (N _ 35 kat) �I k GUSSET a 1/42 (16) REQ10. COLUMN- PIPE (PIPE SIZE PER TAB H) COLUMN -TORSI f< I i\ BA6 GQ fE1 45° NNECTION, I j �+�* /� #+� #� }•.•8137N. 83 Ave PeoriaA' 85345 HOLk SIZE DATE.SECTION,K i ���:fl 41-4 """"1.1"..��. A 1. It � _ Ton .. a 1 000 1 ei- f1tAa '�„''�"`"r 't /'1� 1 �. A 607-00-1117. ;mi an!_o7o_O",) . � .. � 7/FJ44 `. ���.Y � � �. � �'