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Home My WebLink AboutProject information, C1, wind loadsNotes and Specifications Building Erection Notes 1) The general contractor and/or erector Is responsible to safely and prop" erect the metal building system in conformance with these drawings, OSHA requirements and metal building system In conformance With these drawings, OSHA requirements and either MBMA or CSA S16 standards pertaining to proper erection. This includes, but is not limited to, the correct use of temporary guys and bracing where needed for squaring, plumbing, and securing the structural and secondary framing. Secondary wall framing members (girls or bar joists) are not designed to function as a work platform or provide safety tie —off attachment in accordance with OSHA requirements. Secondary roof framing members (purlins or bar joists) are not designed to provide safety tie —off attachment in accordance with OSHA requirements. 2) A325 & A490 Soft tightening requirements: It Is the responsibility of the erector to ensure proper bolt tightness In accordance with applicable regulations. See the RCSC 5p=KhqUam_f2r Structural Joints Ualog A325 or A490 Bolts for more information. The following criteria may be used to determine the bolt tightness (i.e., 'snug —tight' or *fully—pretensioned"), union required otherwise by local jurisdiction or con requirements: A All A490 bolts shall contract I—p All A325 bolts In primary framing (rigid frames and bracing) maybe "snug —tight", except as follows: Fully —pretension A325 bolts if. a) Building supports a crone system with a capacity greater than 5 tons. b) Building supports machinery that creates vibration, Impact or stress —reversals on the connections. The Engineer —of — Record for the project should be consulted to evaluate for this condition. c) The project site Is located In a high seismic area. For IBC —based codes, 'High Seismic Area" is defined as "Seismic Category" of *0*, "E", or *17". See the "Building Design section of this page for the defined seismic design category for this project. d) connection designated in these drawings as 'A325—SC'. It 'Slip—Critical (SC)' connections must be free of point, on, or other materials that reduce friction at contact surfaces. Galvanized or lightly rusted surfaces are acceptable. C) In Canada all A325 and A490 bolts shall be *fully pro —tensioned', except for secondary members Ourfins• girts, opening framing, etc) and flange braces. D) Secondary members kpurlins, girls, opening framing, etc.) and flange brace connections may always be *snug —tight, unless indicated otherwise in these drawings. 3) The metal building supplier shall be notified prior to any field modifications. Modifications shall be approved by the metal building supplier before work is undertaken. 4) Common Abbreviations: a TYP LINO — Typical Unless Noted Otherwise S1M — Similar bl SLV — Short Log Vertical N1C — Not In Contract . LI2V — Long Log Vertical SL — Steel Line d NS doFS — Near Side and For Side N/A — Not Applicable . OAL — Overall Length j MBS — Metal Building Supplier 5) Construction loods shall not be placed on any structural steel framework unless such framework Is safely bolted, welded, or otherwise adequately secured. 6) Purfins and girts shall not be used as an anchorage point for a fall arrest system unless written approval is obtained from the metal building supplier. 7) Purlins may only be used an a walking/working surface when installing safety systems, after all permanent bridging has been Installed and fall protection is provided. 8) Construction loads may be placed only within a zone that is within 8 feet of the center line of the primary support member. CFR bundles should be placed directly over the rigid frames. 9) All lifting devices must meet OSHA or MSHA standards and In no case Is It acceptable to use structural members supplied by the MBS as a spreader bar or lifting device. PROJECT NUMBER: E2009010A PROJECT NAME: Bull Head Marine PROJECT LOCATION: Fort Pierce.- FL 34982 III CUSTOMER: Bull Head Marine III PRIMARY AND SECONDARY STEEL PRIMER COLOR: RED ROOF SHEETING, TYPE: L3P 26 GAUGE, FINISH: GALVALUME ROOF PANEL CUP TYPE: THERMAL BLOCKS: EPS FOAM SPACER: COMPOSITE S3P DECK, TYPE: N/A — —GAUGE, FINISH: ROOF LINE TRIM, PAINTED: AZTEC BLUE—SP EXTERIOR WALL SHEETING, TYPE: L3P 26 GAUGE, FINISH: POLAR WHITE—SP EXTERIOR WALL CORNER TRIM FINISH: AZTEC BLUE—SP EXTERIOR BASE TRIM, PAINTED: POLAR WHITE—SP FRAMED OPENING TRIM, PAINTED: AZTEC BLUE—SP WALL FRAMED OPENING, SIZES: FSW none BSW (1) 3'-40 x 7'-20 LEW (2) 12' x 12- (1) 12' x 14- REW none INTERIOR WALL SHEETING, TYPE: — —GAUGE, FINISH: INTERIOR CEILING LINER, TYPE: GAUGE, FINISH: INTERIOR WALL TRIM, PAINTED: YES NO 0 X DOWNSPOUTS PAINTED: GUTTERS PAINTED: X n WALKDOORS, QUANTITY:0) 3070KDW PAINTED.WHITE E] X WINDOWS: PAINTED: X E] INSULATION (NOT BY MBS), ROOF. 3 INCH WALLS: 3 INCH [:] X CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) Ej X MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) ❑ X WALL TRANSLUCENT PANELS: ❑ X ROOF TRANSLUCENT PANELS: INSULATED PANELS YES ❑ NO ❑ E] X PIPE JACKS, SIZE: QUANTITY: E] X ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES r-1 119 Pinr.;:7 vrmi-q i nl-n* I omr. Y o" Twpmr oummyf ES NO FASCIA, PROJECTION: ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: SOFFIT PANEL, TYPE: GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: El OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) CLEAR UNDER FASCIA: El X PARAPET SYSTEM ❑ STRUCTURAL PARAPET FI NON—STRUCTURAL PARAPET TOP OF PARAPET HEIGHT: BACKER PANEL, TYPE: —GAUGE, FINISH: F1 X CANOPY, PROJECTION: AT EAVE LINE Ej BELOW EAVE ❑ ROOF PANEL, TYPE: —GAUGE, FINISH: SOFFIT PANEL, TYPE: GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: CLEAR UNDER CANOPY BEAM: ❑ X EAVE EXTENSION, PROJECTION: SOFFIT PANEL, TYPE: —GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: F] X RAKE EXTENSION, PROJECTION: SOFFIT PANEL, TYPE: —GAUGE, FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: E] X PARTITION WALL SHEETING PANEL TYPE: GAUGE, FINISH: PARTITION WALL TRIM COLOR: ❑ X WAINSCOT WALL PANEL, TYPE: GAUGE, FINISH: BASE TRIM PAINTED: JAMB TRIM PAINTED: TRANSITION TRIM PAINTED: FOR OCCUPANCY (RISK) CATEGORY I OR 11, IBC PROVISIONS THE BUILDING HAS BEEN DESIGNED WITH THE EXTERIOR INDICATE THAT SINGLE —STORY BUILDINGS SHALL HAVE "NO GLAZED OPENINGS BEING PROTECTED. THESE OPENINGS ARE DRIFT LIMIT" PROVIDED THAT INTERIOR WALLS, PARTITIONS, PROVIDED BASED ON THE FOLLOWING CRITERIA: CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN — OPENINGS ARE PROTECTED FROM THE WIND AND WIND DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. BORNE MISSILES BY A PROTECTIVE COVERING. INTERIOR WALLS, PARTITIONS, CEILINGS, OR EXTERIOR WALL SYSTEMS NOT PROVIDED BY THE METAL BUILDING — COVERING IS NOT BY THE METAL BUILDING MANUFACTURER SHALL BE DESIGNED AND DETAILED BY MANUFACTURER. OTHERS TO ACCOMMODATE THE SEISMIC STORY DRIFTS. SEISMIC DRIFT VALUES MAY BE OBTAINED FROM THE METAL — COVERING MUST BE CAPABLE OF SUPPORTING THE BUILDING MANUFACTURER. DESIGN WIND PRESSURE FOR THE ELEMENT THAT IT PROTECTS AND BE IMPACT RESISTANT. r BUILDING LOADS WIND: 170 132 MPH MR) (Vow) C & C PRESSURES (PSF): 48 / —63 EXPOSURE: B UL 90 NO L3P Roof—ConsL No.161 ; L3P Roof w/ Translucent Panel—Const. No.167 S3P Roof—Conart. No.552 ; S3P Roof w/ Translucent Panel—Consit. No.590 Composite CFR Roof—Const. No.552i% ; N/A Roof—Const. No. SEISMIC INFORMATION Ss:0.055 S1:0.029 Design Sds/Sdl: 0.059 / 0.046 Site Class: D Seismic Imp. Factor. 1.00 Seismic Design Category: A Analysis Procedure: Equivalent Lateral Force Method Basic SFRS: Not Debled for Seismic 06/10/2020 DRAWING INDEX COVERSHEET C-1 ANCHOR BOLT DRAWINGS AB-1, AB-2 COLUMN BASE REACTIONS AB-3 STRUCTURAL/SHEETING DRAWINGS E-1 — E-7 C%4 CO 01) lcl" CY) _J I I I ILL LIS 0 ly— w IL 0 LL 04 co LIJ LLJ Z Z M CR _J C/) LL 0 Ly 0 Lu W < > < UJ C) LU W W E < Z CY) Z 04 LU _J LWU _J W M0 C-) _J V- 2 2 uJ _J 0 C) 0-) 12 0 Z) 1;:r U) D LL_ m04