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TO LOCAL BUILDING DEPARTMENT BUILDING OFFICIALS and PLAN U 1 ' _CK EXAMINERS
<br /> Madison industries, a division of John S. Frey Enterprises, has been a fabricator and erector of pre-engineered steel and shctJ Jal buildings since 1947, specializing in service station facilities.
<br /> Madison Industries spec iolization, in addition to the remodeling of existing steel/sheet metal structures, includes the lobrlc,0i{gin ± erection of canopies and a variety of prefabricated modular
<br /> structures including car-wash buildings, food marts, offices, storages, restrooms, and fast food restaurants.
<br /> Madison Industries is located in Los Angeles County C�
<br /> 1900 East 64TH. Street, Los Angeles, Ca 90001
<br /> Phone (323) 583-4061 Fax (323) 582-1015
<br /> LICENSES AND CERTIFICATION: STEEL.._ PERMIT PLANS: FIELD INSPECTIONS:
<br /> Stake Contractor License No. 119949-C43 and C51 (Steel and sheet metal), STRUCTURAL- `�1 k=F l.: The projects presented on Madison Industries permit plans reflect and apply only to the Unless specifically required b the local jurisdiction's building official or specified on permit plans,
<br /> State Contractor License No. 287826-8 (General). 1 - Structuiul �Jl J shapes shall coril'orrn to 03.C. Chapter 22 and ASTM A-36 previously indicated types of steel/sheet metal structures field special inspection(s) is7are not required as per below listed reason(s):
<br /> State Commercial Coach Manufacturer license NO. 90048, 2 - Sc uuTe and i )c,tan ular structural steel tubingshall conform to ASTM A-�500 rade B. A typical project may consist of complete new structures, remodel of existing structures or a
<br /> 1 g g combination of the Two, 1 -� Type of work by Madison Industries as shown on permit plans $s not listed Under
<br /> Los Angeles License Fabricator No, 102. 3 - Stru(;tur(il ,, .I pipe shall conform to ASTM A--53, grade B. 1997 U.B.C. section 1701.5 (Special lnspections)
<br /> Chief Engineer and Structural Designer; Robert E. Hansmi C.E. 11372 4 - StriiO iral :1. I design shall be done in accordance with the requirements of the Uniform 2 -- If field welding is shown on plans Special inspection will be required.
<br /> Workmen's Compensation: CNA Insurance (a5signad to Fronsportation Insurance Go.) Buildiiiq t;(;;, . find the AISC Munuol of Steel Construction, (A.S.D.) Ninth Edition 3 - All field structural connections ore non-high strength bolted connections as per approved
<br /> Policy No. 5823848 or (LRF[)) 2nd Edition. The following, when applicable, shall be udder separate permits by OTHERS permit plans.
<br /> 5 - Struc:tural ,rJi .J fabrication shop be done in accordance with the AISC Code of Standard 4 - Type of work by Madison Industries as shown on permit plans is subjected to normal local
<br /> BUILDING CODE CI. SSIF�ICATIM Prattled fo; `:!cel Buildings and Bridges. Signs Fire prevention Grading jurisdiction's building department inspections as per 1997 U.B,C, section 108.
<br /> Demolition Site Mechanical Paving
<br /> Site Electrical Site Plumbing Drainage
<br /> LIGHT GAUGE S I LEI_:
<br /> OCCUPANCY CLASSIFICATION (as per 1997 UBC - Table 3A):
<br /> 1 -- Li=flht �pju:, Fuel systems Driveways ether Site Work uctural steel shall conform to ASTM A-446, grade B or D as designated industrial waste
<br /> PUMP-ISLAND CANOPY Group S Div. 3 on the shop drawings or calculations,
<br /> CONSTRUCTION TYPE: Type 11 - N 2 - LI( lit c;�w,�, ;,pare and rectongular structural steel tubing shall conform to ASTM A--513,
<br /> grade MT- ltlit),
<br /> FABRICATION: STRUCTURAL.. OBSERVATIONS - UBC Section 1702:
<br /> 3 - Ds r;i rr rl 1�rication of light gauge formed structural steel shall be done in accordance
<br /> with [hu NA Cold Farmed Steel Design Manual. Unless restricted by existing project site conditions and/or transportation limitations, sheet metal Unless specifically required by the local jurisdiction's building official or specified on permit plans,
<br /> and/or steel structural components are fabricated as pro-assembled and/or pre welded field structural observation is not required as per below listed reason(s):
<br /> FORMED SHI i.l i.il ;, l k0OF AND WAIL PANELS: modular subassemblies 0 Madison Industries City of Los Angeles approved fabricator shop #102.
<br /> 1 - Light gmir ll: i .,et steel used for roof deck and wall panels shall conform to ASTM A-446, 1 --- The types of structures are not defined in table 16i--k as Occupancy category 1, ll, or IIi,
<br /> t fad ' 1). SHOP INSPECTIONS: (see table 16-k for types of structures listed as categories I, II, lfl.)
<br /> DESIGN CRITERIA: 2 - Roof deck I wall panels shall be continuously rolled formed or locked formed on a2 -- The types of structures are not required to comply with Section 403.
<br /> Unless requested by locol jurisdictions building deportment's chief building official and/or
<br /> pre;.: l: ,' (section 403 applies to Group B office buildings and Group R Division 1 Occupancies.}
<br /> ROOF IME LOAD: SEE STRUCIUflAL CALCULATIONS specified on permit plans, steel and sheet metol prefabricated components do not require
<br /> f�00F DEAD LOAD: SEE STRUCTURAL CALCULATIONS FASTENERS: shop special inspection as per below listed reasan(s): 3 - Madison industrie's Engineer of Record waives the need for field structural observation.
<br /> (Construction/structural erection is done by Madison Industries trained and experienced steel
<br /> WIND LOAD: SEE STRUCTURAL CALCULATIONS 1 - All boil, ,.i= t,(; A-•307 unless rioted otherwise. (No special inspection required) 1 - All sheet metal/steel components are fabricated and or welded at Madison Industries field erectors.)
<br /> SEISMIC DESIGN: SEE STRUC;TURA1. CALCULATIONS 2 - Sliuc!l n3.;f: f uews shop be of a type as Approved in I.C.8.0, report #3056 and or City of Los Angeles approved fabricator shop #102, and this fact,
<br /> t..A. I . .; r rr;port RR 24029, RR 23768, RR 23971 or 25294 If approved by the local jurisdiction's building official,
<br /> Eliminates the need for shop welding special inspection as per 1997 UBC section 1701.5,
<br /> FABRICATION: CON01II._: subsection 5.1, exception no,l and section 17013
<br /> 1 - Fabrication methods and workmanship shall conform to the requirements of the 1997 Edition of FOOTING NOTE:
<br /> the Uniform 150ding Code and the A.I,S.G. Manual of Steel Construction (A,S.D.) Ninth Edition.
<br /> 1 - Footing ',',i:i ore based on on assumed searing value 1000 p.s.f. at one foot depth, Unless local jurisdiction building official disagrees, the
<br /> Z -- Fabrication shall be performed in Madison's licensed Los Angeles plant in accordance with with a7(:0:%, ,�,:rt;ase per foot of depth (to a maximum off 3,004 p.s,f,). Passive lateral
<br /> approved shop drowings, pre:;,mc p.s.f.(assumed). PROJECT STRUCTURAL SITE ERECTION: below listed documents are not applicable as noted
<br /> WEEDING: 2 -- 00, nis of 'I bearing footings are to be 12" minimum below top of undisturbed natural under shop ins ections, field inspections and structural
<br /> Moil of `.}I ,. :., inpacted fill, 1 - Unless field welding is specified on perrTiit plans, site structural steel/sheet metal erection observations.
<br /> STRUCTURAL STEEL WELDING: consists of non-high strength bolted connections as shown on permit pians.
<br /> 3 - Corir:rr,te r�°. �I for foundations and footings shall be machine mixed using Type ll cement with
<br /> 1 - Structural welding shall be by the electric arc process and conform to AWS DIA-,96. a U i!°`' strength of 1,500 p,s.i. minimum. (NO SPECAL INSPECTION REQUIRED) 2 - Construction /structurol erection is done by Madison Industries trained and experienced
<br /> 4 -� Rcinforcin{ :c;�l for footings if required b steel field erectors.
<br /> 2 - 5lrvctural welding shall be performed by a certified welder at Madison Industries Los Angeles I g (� q y design} shall be de-formed bars conforming
<br /> approved fabricator shop. Skgning of Special Inspection Testing Agreement.
<br /> to :'. ;i':I !'i grade 40 or 60. Lap re hors minimum 30 diameters unless Hated otherw;se.
<br /> 3 - All structural field welding (if any) shall be done by a licensed certified welder under the 5 - Dry -1(x� :;! ill be one part cement and three ports sand. Mixed as dry as possible. 2 - Structural Tests and Inspections Schedule.
<br /> direction of a licensed welding inspector, (Must be approved by local jurisdiction) 6 All i, Jj wd workmanship shall conform to A.C.I. - 318. (Specificotions for the Design 3 -- Letter 4 -- AWS E70XX electrodes shall be used for structural welds,
<br /> and I lc7c:NI, �.t of concrete). of Agreement for Structural Observation,
<br /> LIGHT GAUGE STEEL WELDING:
<br /> 7 - No)II ; No i work shall be set or erected on the footings until the concrete has cured
<br /> fir u of three (3) days,
<br /> ] - Light gauge structural welding shall conform to AWS D1.3-96
<br /> 2 - Light gauge structural welding shall be performed by c certified welder of Madison Industries Any questions or comments in regards to above matters
<br /> Los Angeles approved fabricator shop.
<br /> 3 - AWS E70XX electrodes or inert gas shielded arc shall be used for light gouge structural may be directed to Madison Industries Engineering
<br /> welds.
<br /> Department.
<br /> Phone (323) 583- 4061 Fax (323) 582-1015
<br /> NONO
<br /> WK J DATE vlsroN UY APVD.
<br /> MADISON
<br /> co
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<br /> GENERAL NOTES / SPECIRCA"TIONS
<br /> CANOPIES
<br /> JOB LOCADON SHELL STA. / 3011 W. BENJAMIN HOLT OR,
<br /> STOCKTON , CA.
<br /> s o-w o
<br /> 11431 - 3628
<br /> Par! Na,
<br /> RRwN, R. J. TARIN C9-SH-206M � Ms �
<br /> o, —��v-----
<br /> DATE 7/23/99 GN-1 SHOWN
<br /> DETA)L. HYl FILE No. SHEET OF
<br /> last -date 4-30-99 rk code date DATE : SEE WCIN I
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