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<br />GENERAL NOTES
<br />1.1 Fabrication shall be in accordance with G.S.C. standard practices in
<br />compliance with the applicable sections, relating to design requirements
<br />and allowable stresses of the latest edition of the "AWS Structural
<br />Welding Code D1.1 and D1.3". R.B.S. manufacturing procedures are
<br />certified by.
<br />Reference Certification numbers
<br />Houston GSC.
<br />#456
<br />1.2 MATERIALS ASTM DESIGNATION
<br />MIN. YIELD STRENGTH
<br />Hot Rolled Steel Shapes (W. S. C & L) A572
<br />Fy = 50 KSI
<br />Steel Pipes A500
<br />Fy = 42 KSI
<br />Structural Tubing A500
<br />Fy = 46 KSI
<br />Structural Steel Web Plate A572/A1011
<br />Fy = 50 KSI
<br />Structural Steel Flange Plotes/Bors A529/A572
<br />Fy = 55 KSI
<br />Cold Formed Light Gage A653/Al Oil
<br />Fy = 50, 55 KSI
<br />Roof and Wall Sheets A792/A653
<br />Fy = 50. 80 KSI
<br />Cable Brace A475 - TYPE 1
<br />Extra High Strength
<br />Rod Brace A36
<br />Fy = 36 KSI
<br />Machine Bolts & Nuts A307
<br />MIN. TENSILE STRENGTH
<br />Fu = 60 KSI
<br />High Strength Bolts (1"0 and less) A325-TYPE 1
<br />Fu = 120 KSI
<br />High Strength Bolts (>1'0 to 1 1/2'0) A325-TYPE 1
<br />Fu = 105 KSI
<br />Anchor Bolts (if supplied) A36/A307/F1554
<br />Fu = 60 KSI
<br />1.3 PRIMER
<br />Shop primer paint is a rust inhibitive primer which meets the end
<br />performance of Federal Specification TT-P-636 and is G.S.C. Red
<br />Oxide color. This paint is not intended for long term exposure
<br />to the elements. G.S.C. is not responsible for any deterioration
<br />of the shop primer paint as a result of Improper handling and/or
<br />jobsite
<br />storage. G.S.C. shall not be responsible for any field applied
<br />paint and/or coatings. (Section 6.5 AISC Code of Standard Practice,
<br />9th Edition). Nominal thickness of primer will be 1 mil unless otherwise
<br />specified In contract documents.
<br />1.4 GALVANIZED OR SPECIAL COATINGS:
<br />See Contract Documents
<br />1.5 ALL ROLTS ARE 1f2"d x 0'-1' A307 EXCEPT :
<br />a Eave strut connection - 1/2'0 x 0'-1 1/4" A307
<br />b Endwall rafter splice - 5/8"0 x 0'-1 3/4' A325-N
<br />c) Endwall column to rafter connection - 1/2"0 x 0'-1 1/4" A325-N
<br />d Main frame connections - SEE CROSS SECTION
<br />NOTE: Washers are not supplied unless noted otherwise on drawing
<br />1.6 A325 BOLT TIGHTENING REQUIREMENTS
<br />All high strength bolts are A325-N unless specifically noted otherwise.
<br />Structural bolts shall be tightened by the tum-of-the-nut method in
<br />accordance with the 9th Edition AISC 'Specification For Structural Joints ' using ASTM
<br />A325 or A490 Bolts, when specifically required. A325-N bolts are supplied without
<br />washer unless otherwise noted on the drawings.
<br />All bolted connections unless noted ore designed as bearing type connections
<br />with bolt threads not excluded from the shear plane.
<br />1.7 CLOSURE STRIPS ARE FURNISHED FOR APPLICATION:
<br />INSIDE- Under roof panels at eave
<br />OUTSIDE - Between endwall panels and rake trim
<br />Under continuous ridge vent skirts
<br />1.8 ERECTION NOTE:
<br />All bracing, strapping, & bridging shown and provided by G.S.C. for this building is
<br />required and shall be installed by the erector as a permanent part of the structure.
<br />If additional bracing is required for stability during erection, it shall be the
<br />erectors responsibility to determine the amount of such bracing and to
<br />procure and install as needed.
<br />1.9 ERECTION AND UNLOADING NOT BY G.S.C.
<br />1.10 SHORTAGES
<br />Any claims or shortages by buyer must be made to G.S.C. within five (5)
<br />working days after delivery, or such claims will be considered to have
<br />been waived by the customer and disallowed.
<br />1.11 CORRECTIONS OF ERRORS AND REPAIRS (MBMA 610)
<br />aaims for correction of alleged misfits will be disallowed unless G.S.C.
<br />shall have received prior notice thereof and allowed reasonable inspection
<br />of such misfits. The correction of minor misfits by the use of drift
<br />spins to draw the components into line, moderate amounts of reaming,
<br />chipping and cutting, and the replacement of minor shortages of material
<br />are a normal part of erection and are not subject to claim. No part of
<br />the Building may be returned for alleged misfits without the prior
<br />approval of G.S.C.
<br />BUYER/END USE CUSTOMER RESPONSIBILITIES
<br />2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate
<br />approvals and secure necessary permits from City, County, State, or
<br />.Federal Agencies as required, and to advise/release G.S.C. to fabricate
<br />upon receiving such. -
<br />2.2 General Steel Corporation (hereafter referred to as G.S.C.)
<br />standard specifications apply unless stipulated otherwise in the Contract
<br />Documents. G.S.C. design, fabrication, quality criteria, standards,
<br />practice, methods and tolerances shall govern the work with any other
<br />interpretations to the contrary notwithstanding. It Is understood by both
<br />Parties that the BUYER/END USE CUSTOMER is it for clarification of
<br />inclusions or exclusions from the architectural plans and/or specifications.
<br />2.3 In case of discrepancies between G.S.C. structural steel plans and plans
<br />for other trades, G.S.C. plans shall govern.
<br />2.4 Approval of G.S.C. drawings and calculations indicates that G.S.C. has
<br />correctly interpreted and applied the Contract Documents. This approval
<br />constitutes the contractor/owners acceptance of the G.S.C. design
<br />concepts, assumptions, and loading.
<br />FOR
<br />EIELcoRpoFERMI
<br />DRAWING PACKAGE
<br />SALES NO. 40859 1JOB NO.1 96295 1BLDG.1 A (Main)
<br />CUSTOMER Sunrise Properties
<br />END USER Sunrise Properties
<br />END USE Commercial
<br />STREET 6520 Fort King Road
<br />CITY,ST,ZIP 1 Zephyrhills, FL 33542
<br />COUNTY I Pasco
<br />THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED:
<br />DESIGN LOADS:
<br />Design Code
<br />: FBC 10
<br />Enclosure
<br />: Closed
<br />Dead Load (psf)
<br />: Metal building structure only by GSC
<br />Collateral Load (psf)
<br />:3
<br />Wind Load
<br />Ultimate Design
<br />Wind speed, 3 sec gust :146 mph
<br />Risk Category
<br />:III
<br />Wind Exposure
<br />:C
<br />Internal Pressure Coefficient, GCPi
<br />:+0.18/-0.18 CLOSED
<br />Wall Panel
<br />Wind Pressure (psf)
<br />:49.2
<br />Wind Suction (psf)
<br />:65.8
<br />Girt/Header
<br />Wind Pressure (psf)
<br />:41.9
<br />Girt/Header
<br />Wind Suction (psf)
<br />:46.0
<br />Live Load
<br />Primary Framing (psf)
<br />Trib. Area Reduction
<br />Secondary Framing (psf)
<br />Other Loads/Requirements
<br />Wall Panel Used
<br />Roof Panel Used
<br />FLORIDA APPROVAL NUMBERS
<br />FL 15137
<br />FL 15282
<br />Other Loads/Requirements
<br />Wall Condition
<br />Deflection Limits
<br />20.00
<br />Yes
<br />20.00
<br />"PBR" 26 Ga.
<br />"PBR" 26 Go.
<br />"PBR" Wall Panel
<br />"PBR" Roof Panel
<br />1. Back Sidewall is fully open/
<br />common to existing building.
<br />2. Front Sidewall is partially
<br />open at 184'-3" long and
<br />9'-0" high for future glazing.
<br />3. 3'-O" high drop -fascia is present
<br />along front sidewall to box the
<br />canopy.
<br />H/360 (spandrel/header beams)
<br />SUBMITTED PLAN(S) HAVE BEEN REVIEWab
<br />ICY ZEPH I.T.S >~IR� S OFFICE
<br />Date:
<br />BUILDING DESCRIPTION:
<br />Width (ft)
<br />; 21
<br />Length (ft)
<br />:236.9896
<br />Eave Ht. at BSW (ft)
<br />: 22.5
<br />Eave Ht. at FSW (ft)
<br />:17.33
<br />Roof Slope at BSW
<br />:2.0:12
<br />Roof Slope at FSW
<br />:3.42:12
<br />Bay Spacing (ft)
<br />1 at 32.0729
<br />1 at 33.9792
<br />1 at 34.4583
<br />1 at 31.7292
<br />1 at 32.0208
<br />1 at 24.0833
<br />1 at 23,9583
<br />1 at 24.6875
<br />COVERING AND TRIMS:
<br />Roof Panels & Trims
<br />Panel Type
<br />: 26 Go. PBR
<br />Panel Color
<br />: Saddle Tan
<br />Trim Colors
<br />Eave Trim
<br />Koko Brown
<br />Eave Gutter
<br />: None
<br />Gable Trim
<br />Koko Brown
<br />Wall Panel & Trims
<br />Panel Type
<br />: 26 Go. PBR
<br />Panel Color
<br />: Saddle Tan
<br />Trim Colors
<br />Corner Trims
<br />: Koko Brown
<br />Opening Trims
<br />: Koko Brown
<br />Downspouts
<br />:None
<br />Base Trim
<br />:None
<br />Mos. Flash
<br />: None
<br />Special Requirements:
<br />NONE
<br />+NJuN 2 9 2D32
<br />2.5 Once the BUYER/END USE CUSTOMER has signed G.S.C. Approval Package and the
<br />project is released for fabrication, changes shall be billed to the BUYER/
<br />END USE CUSTOMER including material, engineering and other costs. An additional
<br />fee may be charged if the project must be moved from the fabrication and
<br />shipping schedule.
<br />2.6 The BUYER/END USE CUSTOMER is responsible for overall project coordination. All
<br />interface, compatibility, and design considerations concerning any materials
<br />not furnished by G.S.C. and G.S.C. steel system are to be considered and
<br />coordinated by the BUYER/END USE CUSTOMER. Specific design criteria concerning
<br />this interface between materials must be furnished before release for
<br />fabrication or G.S.C. assumptions will govern
<br />2.7 It is the responsibility of the BUYER/END USE CUSTOMER to Insure that G.S.C.
<br />plans comply with the applicable requirements of any governing building
<br />authorities. The supplying of sealed engineering data and drawings for
<br />the metal building system does not imply or constitute an agreement
<br />that G.S.C. or its design engineers arc acting as the engineer of record
<br />or design professional for a construction project. These drawings are
<br />sealed only to certify the design of the structural components furnished
<br />by G.S.C.
<br />2.8 The BUYER/END USE CUSTOMER is responsible for setting of anchor bolts and
<br />erection of steel in accordance with G.S.C. "For Construction" drawings
<br />only. Temporary supports such as guys, braces, falsework, cribbing or
<br />other elements required for the erection operation shall be determined
<br />furnished and installed by the erector. No items should be purchased from
<br />a preliminary set of drawings, including anchor bolts. Use only final
<br />"FOR CONSTRUCTION DRAWINGS" for this use.
<br />2.9 General Steel Corporation is responsible for the design of the anchor bolt to
<br />permit the transfer of forces between the base plate and the anchor bolt in
<br />shear, bearing and tension, but is not responsible for the transfer of anchor bolt
<br />forces to the concrete or the adequacy of the anchor bolt in relation to the
<br />concrete.
<br />Unless otherwise provided in the Order Documents, G.S.C.
<br />does not design and is not responsible for the design, material
<br />and construction of the foundation or foundation embedments. The
<br />END USE CUSTOMER should assure himself that adequate provisions are made
<br />In the foundation design for loads imposed by column reactions of the building,
<br />other imposed loads, and bearing capacity of the soil and other conditions of the
<br />building site.
<br />It is recommended that the anchorage and foundation of the building be
<br />designed by a Registered Professional Engineer experienced in the design
<br />of such structures.
<br />2.10 Normal erection operations include the corrections of minor misfits by
<br />moderate amounts of reaming, chipping, welding or cutting, and the
<br />drawing of elements into line through the use of drift pins. Errors
<br />which cannot be corrected by the foregoing means or which require
<br />major changes in member configuration are to be reported immediately
<br />to GSC. by the BUYER/END USE CUSTOMER, to enable whoever is responsible
<br />either to correct the error or to approve the most efficient and economic
<br />method of correction to be used by others.
<br />2.11 Neither the fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise
<br />alter his work, or the work of other trades, to accommodate other trades,
<br />unless such work is clearly specified in the contract documents. Whenever
<br />such work is specified, the BUYER/END USE CUSTOMER is responsible for furnishing
<br />complete information as to materials, size, location and number of
<br />alterations prior to preparation of shop drawings.
<br />2.12 WARNING In no case should Galvalume steel panels be used
<br />in conjunction with lead or copper. Both lead and copper have harmful
<br />corrosive effects on the Galvalume alloy coating when they are
<br />in contact with Galwlume steel panels. Even run-off from copper
<br />flashing, wiring, or tubing onto Galvolume should be avoided.
<br />2.13 SAFETY COMMITMENT General Steel Corporation has a commitment
<br />to manufacture quality building components that can be safely erected.
<br />However, the safety commitment and job site practices of the erector
<br />are beyond the control of G.S.C.
<br />It is strongly recommended that safe working conditions and accident
<br />prevention practices be the top priority of any job site. Local. State,
<br />and Federal safety and health standards should always be followed to help
<br />insure workers safety. Make certain all employees know the safest and
<br />most productive way of erecting a building. Emergency procedures
<br />should be known to all employees.
<br />Daly meetings highlighting safety procedures are also recommended. The
<br />use of hard hats, rubber sole shoes for roof work, proper equipment for
<br />handling material, and safety nets where applicable, are recommended.
<br />2.14 Roof drainage systems (gutter, downspouts, etc.) must be free of any obstruction
<br />to ensure smooth operation at any given time.
<br />2.15 It is recommended by Factory Mutual (Reference: B2.44) that roofs be cleared
<br />of snow when half of the maximum snow depth is reached. The maximum snow depth
<br />can be estimated based on the design snow load and the density of snow and/or ice
<br />buildup. See Chart below.
<br />ROOF SNOW LOAD I EOUIVALENT SNOW HEIGHT AT ROOF I RECOMMENDED SNOW HEIGHT
<br />(IN PSF) (IN INCHES) WHEN SNOW REMOVAL SHOULD START
<br />NOTE:
<br />For SnowAce Removal Procedure, Refer to Metal
<br />Section A8.4, Page XI-A8-2,
<br />SEALING OF THIS DRAWING DOES NOT IMPLY
<br />R CONSTITUTE THAT GSC BUILDINGS ENGINEER
<br />i THE ENGINEER OF RECORD OR THE DESIGN
<br />ROFESSIONAL FOR THIS PROJECT. ONLY THE
<br />ESIGN OF THE METAL BUILDING SYSTEM AS
<br />URNISHED BY GSC IS INCLUDED. FOUNDATION
<br />NALYSIS, ELECTRICAL, AND MECHANICAL
<br />YSTEMS, AND/OR OTHER PARTS SUPPLIED BY
<br />NYONE OTHER THAN GSC ARE SPECIFICALLY
<br />XCLUDED. NO INSPECTION OR SUPERVISION IS
<br />*
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