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Home My WebLink About6329-23033 For Approval_6-1-20 - signed (1)BUILDING DESIGN CODES GENERAL LOADS Roof Dead Load: Roof Collateral Load: Roof Live Load: Tributary Live Load Reduction: Metal Bldg. Only 3.00 20.00 Yes psf psf Florida Building Code 2017 WIND LOAD Wind Speed (3-sec gust) Vult:166 Vasd:129 Wind Exposure Category:C Wind Condition:Enclosed Internal Pressure Coefficient (GCpi): mph SNOW LOAD Roof Snow Load (Pf):0.00 Ground Snow Load (Pg):0.00 Snow Exposure Factor (Ce):1.00 Snow Load Importance Factor (Is): 1.00 Thermal Factor (Ct):1.00 psf psf Rainfall Intensity (5 Min Duration):14 in/hr SEISMIC LOAD Seismic Importance Factor (Ie): 1.00 Spectral Response Acceleration (Ss):0.0500 Spectral Response Acceleration (S1):0.0250 Site Class: Spectral Response Coefficients (Sds):0.0533 Spectral Response Coefficients (Sd1):0.0400 Seismic Design Category:A Other Loads: 60'-0" x 16'-0" clear Higher Power Hydraulic Hangar Door Per Building Jamb: DL = 4.8 kips V: WL = 26.6 kips H Profile:Super Span X Gauge:26 Color:Galvalume Plus ROOF PANEL UL580 Class 90:Yes Clip Type if Standing Seam: Profile:Super Span X Gauge:26 Color:NEED COLOR WALL PANEL Occupancy Category:II - Normal Edge Zone Width:6.00 Ft +/-0.18 DEFLECTION CRITERIA Main Frames Lateral:60 Main Frames Vertical:180 Bearing Frame Rafter:180 Endwall Columns:120 H/Roof Panels:180 Purlins:150 Wall Panels:90 Girts:90 L/ L/ L/ L/ L/ L/ L/ Steel Specification:AISC 360-10 Cold-Formed Specification:AISI S100-12 Red Oxide Primer PRIMARY FRAMING SECONDARY FRAMING Red Oxide PrimerPurlins, Eave Struts: Red Oxide PrimerGirts, Light Gage Columns: Red Oxide PrimerLight Gage Jambs & Headers: Built-Up & Hot-Rolled: Hot-Dip Galvanizing conforms to the ASTM A123 specification. Pre-Galvanized members conform to the ASTM A653, Grade 50, Coating G-90 specification. Building Code: Sprinkler Load:0.00 psf mph V service:89 mph Some panels and/or trims are furnished with a protective, peel-off film. This film must be removed prior to field installation. Do not expose the panels and/or trims to sunlight without immediate film removal. Film must be removed from non-exposed panels and/or trims within six months after film application or irreparable damage will occur to the panel surface. Claims will not be accepted for this problem. WARNING GENERAL NOTES APPROVAL NOTES RESPONSIBILITIES 1. Approval of ALLIED Steel drawings and/or calculations indicate that ALLIED Steel has correctly interpreted the contract requirements. This approval constitutes the customer acceptance of the ALLIED Steel design, concepts, assumptions, and loadings. 2. Failure to respond to clouded areas and areas to verify may result in additional costs and/or schedule delays for which ALLIED Steel will not be responsible. 3. Any changes made after the ALLIED Steel customer has signed and returned the ALLIED Steel drawings and/or calculations and the project is released for fabrication shall be billed to the ALLIED Steel customer including material, engineering, and other cost. An additional fee may be charged if the project must be moved from the fabrication and/or the shipping schedule. 4. It is the responsibility of the customer to field verify all existing conditions prior to fabrication. 5. It is imperative that any changes to these drawings: 5.1.Be made in contrasting ink. 5.2.Be legible and unambiguous. 5.3.Have all instances of changes clearly indicated. 6. A dated signature, in the designated areas, is required on all pages. The signature must be from the person authorized on the contract or a person authorized, in writing, by the ALLIED Steel customer. 7. ALLIED Steel reserves the right to resubmit drawings with extensive or complex changes required to avoid misfabrication. This may impact the delivery schedule. 8. Any changes noted on the drawings not in conformance with the terms and requirements of the contract between ALLIED Steel and its customer are not binding on ALLIED Steel unless subsequently specifically acknowledged and agreed to in writing by change order or separate documentation. 9. The customer approves of all notes and conditions on the drawings and/or calculations by signing an Approval Drawing Waiver Form. 1. Wall and liner panels are an integral part of the structural system. Unauthorized removal of panels or cutting panels for framed openings not shown is prohibited. 2. Oil-canning, a perceived waviness inherent to light gauge metal, may exist. This condition does not affect the structural integrity or the finish of the panel, and therefore is not a cause for rejection. 3. The primer for all cold-formed structural framing members contain a "wax-type" lubricant to facilitate roll-forming. Hair-line crazing which may occur during forming operations is considered normal and is not a cause for rejection. 4. All other primed structural members are given one shop coat (1.0 mils) of ALLIED Steel's standard red-oxide primer designed for short term field protection. 5. All bolted connections for cold-formed secondary members use ASTM A307 1 2" x 11 4" bolts without washers unless noted otherwise on these drawings. Refer to erection drawings for specific framing connections for nonstandard conditions. 6. All bolted connections for primary framing members use ASTM A325 bolts without washers unless noted otherwise on these drawings. High strength bolts shall be installed according to the Specifications for Structural Joints Using ASTM A325 or A490 Bolts, Research Council on Structural Connections, December 31, 2009, and shall be tightened as Snug-Tight or Pretension as specified on these drawings. 7. Any type of suspended or load inducing system(s) is prohibited if zero collateral and zero sprinkler loads are designated on the contract. This would include lights, duct work, piping, insulation types other than 3" standard duty fiberglass blanket insulation, etc. 1. The ALLIED Steel Customer, hereafter referred to as the "customer", obtains and pays for all building permits, licenses, public assessments, paving or utility pro rata, utility connections, occupancy fees and other fees required by any governmental authority or utility in connection with the work provided for in the Contract Documents. The customer provides at his expense all plans and specifications required to obtain a building permit. It is the customer's responsibility to ensure that all plans and specifications comply with the applicable requirements of any governing building authorities. 2. The customer is responsible for identifying all applicable building codes, zoning codes, or other regulations applicable to the Construction Project, including the metal building system. 3. It is the responsibility of the customer to interpret all aspects of the End User's specifications and incorporate the appropriate specifications, design criteria, and design loads into the Order Documents submitted to ALLIED Steel. 4. It is the responsibility of ALLIED Steel to furnish the metal building system to meet the specifications including the design criteria and design loads incorporated by the Contractor into the Order Documents. ALLIED Steel is not responsible for making an independent determination of any local codes or any other requirements not part of the Order Documents. 5. ALLIED Steel Buildings' standard specifications apply unless stipulated otherwise in the Contract Documents. ALLIED Steel design, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work any other interpretations to the contrary notwithstanding. It is understood by both parties that the customer is responsible for clarifications of inclusions or exclusions from the Architectural plans. 6. In case of discrepancies between ALLIED Steel's structural steel plans and plans for other trades, ALLIED Steel's shall govern per Code of Standard Practice for Steel Buildings and Bridges in the AISC 330-10; Section 3.3. 7. The customer is responsible for overall project coordination. All interface, compatibility and design considerations concerning any materials not furnished by ALLIED Steel and ALLIED Steel's steel system are to be considered and coordinated by the customer. Specific design criteria concerning this interface between materials must be furnished before release for fabrication or ALLIED Steel's assumptions will govern. 8. Anchor rods and foundation embedment are designed, furnished, and set by the customer in accordance with an approved drawing. Dimensional accuracy shall satisfy the requirements of Section 7.5.1 of Code of Standard Practice for Steel Buildings and Bridges in the AISC 330-10. 9. All other embedded items or connection materials between the structural steel and the work of other trades are located and set by the customer in accordance with approved location on erection drawings. Accuracy of these items must satisfy the erection tolerance requirements. 10. ALLIED Steel does not investigate the influence of the metal building system on existing buildings or structures. The End Customer assures that such buildings and structures are adequate to resist snow drifts, wind loads, or other conditions as a result of the presence of the metal building system. ERECTION NOTES 4. Erection tolerances are set forth per Code of Standard Practice for Steel Buildings and Bridges AISC 330-10 Section 7.13 except that individual members are considered plumb, level and aligned if the deviation does not exceed 1:500. Variations in finished overall dimensions of structural steel framing are deemed within the limits of good practice when they do not exceed the cumulative effect of rolling, fabricating, and erection tolerances. 1.All bracing shown and provided by ALLIED Steel for this building is required and shall be installed by the erector as a permanent part of the structure per Code of Standard Practice for Steel Buildings and Bridges in AISC 330-10 Section 7.10. 2.Temporary supports, such as guys, braces, false-work, cribbing or other elements required for the erection operation shall be determined and funished by the erector per Code of Standard Practice for Steel Buildings and Bridges in AISC 330-10 Section 7.10. 5. As a general rule, field welding is not used to assemble a metal building system. In cases where the drawings indicate field welding and in cases where approved corrections are to be made by field welding the following requirements shall be met: 5.1.Welders must be qualified by an independent testing agency, with suitable documentation to AWS D1.1 Structural Welding Code - Steel or AWS D1.3 Structural Welding Code - Sheet Steel as applicable, for the processes, positions, and materials involved. 5.2.All welds must be made in conformance to a documented and approved Welding Procedure Specification (WPS). All joints which are not pre-qualified must be supported by a certified Procedure Qualification Record (PQR) by an independent testing agency. 6. All documentation and records shall be the responsibility of the customer. 7. Any claims or shortages by buyer must be made to ALLIED Steel within seven (7) working days after delivery, or such claims will be considered to have been waived by the customer and disallowed. All claims should be directed to ALLIED Steel Buildings Customer Service Department. 8. Claims for correction of alleged misfits will be disallowed unless ALLIED Steel shall have received prior notice thereof and allowed reasonable inspection of such misfits. Ordinary inaccuracies of shop work shall not be construed as misfits. No part of the building may be returned or charges assessed for alleged misfits without prior approval from ALLIED Steel. 9. Neither ALLIED Steel nor the customer will cut, drill or otherwise alter their work, or the work of other trades to accommodate other trades unless such work is clearly specified in the contract documents. Whenever such work is specified the customer is responsible for furnishing complete information as to materials, size, location, and number of alterations prior to preparation of shop drawings per Code of Standard Practice for Steel Buildings and Bridges in the AISC 330-10; Section 7.14.) 10. ALLIED Steel Buildings Field Modifications Policy: 10.1 ALLIED Steel will only be responsible for the field-modified parts designed and approved by the ALLIED Steel Engineering Department. 10.2 Any field modifications designed by third parties may not be approved by ALLIED Steel and may limit ALLIED Steel warranty and liability. 10.3 ALLIED Steel makes no warranty and hereby disclaims any responsibility with respect to the design, engineering, or construction of any field-modified parts performed by third parties. 4.1.When crane support systems are part of the metal building system erection tolerances, then Chapter 9 of Common Industry Practices in the 2012 MBMA Metal Building Systems Manual shall apply. To achieve the required tolerances, grouting of the columns and shimming of the runway beam may be required. The customer shall provide grout if required. The contractor erecting the runway beams is responsible for shimming, plumbing, and leveling of the runway system. When aligning the runway beams, the alignment shall be with respect to the beam webs so the center of the aligned rail is over the runway web. 3. Normal erection operations include the correction of minor misfits by moderate amounts of reaming, chipping, or cutting and the drawing of elements into line through use of drift pins. Errors which require major changes in the member configuration are to be reported immediately to ALLIED Steel by the customer to enable whoever is responsible either to correct the error or to approve the most efficient and economic method of correction to be used by others per Code of Standard Practice for Steel Buildings and Bridges in AISC 330-10; Section 7.14. Drawings listed under Drawings Index are submitted for approval. These drawings represent ALLIED Steel's interpretation of our scope of work. You are reviewing these drawings to confirm that ALLIED Steel has correctly interpreted the project requirements. All dimensions, sections, details and notes require your review. All “clouded areas” must be reviewed and addressed/answer before your project is placed within the schedule. Please complete all field verifications prior to returning your approval drawings. ALLIED Steel is not responsible for checking the material and/or design compatibility of components not supplied by ALLIED Steel. ALLIE' SWHHO V GUDZLQJV PD\ QRW PDWFK DUFKLWHFWXUDOVWUXFWXUDO GUDZLQJV DQG VSHFLILFDWLRQV Please sign and return marked either: “Approved as Submitted” (no changes or corrections and project is released for fabrication) “Approved as Noted” (with corrections and/or changes clearly noted and project is released for fabrication) “Revise and Resubmit” (with corrections and/or changes clearly noted and revised drawings will be resubmitted for approval) Approved As Noted Approved As Submitted Revise & Resubmit Approval Signature Date Printed Name: Desired Delivery Date: CUSTOMER PROVIDE COLORS CDRAWING STATUS FOR CONSTRUCTION PERMIT: These drawings are by definition not final in that, as a minimum, piece markings are not identified. Only drawings issued "For Erection" can be considered final. FOR CONSTRUCTION: These drawings are used for anchor bolt setting. Piece markings are not identified. FOR ERECTION: For final / erector installation. UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING ERECTOR NOTE Drawing Description C1 - Cover Sheet E1 - Roof Framing Plan E2 - Framing Elevation E3 - Framing Elevation E4 - Framing Elevation Date 06.01.20 06.01.20 06.01.20 06.01.20 06.01.20 Issue P P P P P Drawing Index P1 - Rigid Frame Elevation 06.01.20P D1 - Standard Detail Page 06.01.20P D2 - Standard Detail Page 06.01.20P E5 - Framing Elevation 06.01.20P F1 - Anchor Bolt Plan F2 - Anchor Bolt Reactions 06.01.20 06.01.20 P P P2 - Rigid Frame Elevation 06.01.20P E6 - Framing Elevation 06.01.20P ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING BLDG. A 1.00 psf BLDG. B BLDG. A BLDG. BPartially Enclosed BLDG. A +/-0.55 BLDG. B BLDG. A 3.00 Ft BLDG. B D For components, claddings, and MWFRS, deflections involving wind are based on 10 year wind pressures. Gauge: Gauge: Gauge:FL Eave: FL Rake: Corner:NEED COLOR NEED COLOR NEED COLOR TRIM COLOR 26 26 26 Gauge:Accessory:NEED COLOR 26 Gauge:Base:NEED COLOR 26 F3 - Design Calc. Wind Report P3 - Rigid Frame Elevation P4 - Rigid Frame Elevation D3 - Standard Detail Page EX1 - Roof Panel Plan 06.01.20P 06.01.20P 06.01.20P 06.01.20 06.01.20P P Jun 2, 2020 ALLIED BUILDING SYSTEMS WILL NOT BE RESPONSIBLE FOR LOCATION OF ANCHOR WITH CONSTRUCTION PERMIT DRAWINGS BOLTS ON THE CONSTRUCTION PERMIT DRAWINGS. DO NOT SET ANCHOR BOLTS UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING BLDG. A BLDG. BSECTION "X" X DETAIL @ SHEAR WASHERS Jun 2, 2020 A F COLUMN LINE V H V H FRAME LINES:2 3 4 5 RIGID FRAME:MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in) Elev. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 2 A 1 5.9 10.5 2 -11.8 -17.5 4 1.000 8.000 13.00 0.500 0.0 2 F 3 11.8 -17.5 1 -5.9 10.5 4 1.000 8.000 13.00 0.500 0.0 1 -5.9 10.5 3 11.8 -17.5 RIGID FRAME:MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in) Elev. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 3*A 1 11.5 15.8 2 -18.3 -22.2 4 1.000 8.000 13.00 0.500 0.0 4 -9.8 -33.1 3*F 3 18.3 -22.2 1 -11.5 15.8 4 1.000 8.000 13.00 0.500 0.0 1 -11.5 15.8 5 9.8 -33.1 3*Frame lines:3 4 RIGID FRAME:MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in) Elev. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 5 A 1 6.2 9.0 2 -11.9 -14.7 4 1.000 8.000 13.00 0.500 0.0 5 F 3 11.9 -14.7 1 -6.2 9.0 4 1.000 8.000 13.00 0.500 0.0 1 -6.2 9.0 3 11.9 -14.7 RIGID FRAME:BASIC COLUMN REACTIONS (k ) Frame Line Column Line -----Dead---- Horiz Vert --Collateral- Horiz Vert -----Live---- Horiz Vert --Wind_Left1- Horiz Vert -Wind_Right1- Horiz Vert --Wind_Left2- Horiz Vert 2 A 1.1 2.3 1.0 1.4 3.8 6.8 -20.9 -31.5 -9.4 -22.3 -16.8 -22.9 2 F -1.1 2.3 -1.0 1.4 -3.8 6.8 9.4 -22.3 20.9 -31.5 5.3 -13.7 5 A 1.3 2.3 1.0 1.3 3.9 5.4 -21.2 -26.9 -9.7 -17.7 -17.1 -18.3 5 F -1.3 2.3 -1.0 1.3 -3.9 5.4 9.7 -17.7 21.2 -26.9 5.6 -9.1 3*A 1.9 3.2 1.9 2.5 7.6 10.1 -32.5 -40.1 -16.1 -27.9 -24.2 -23.9 3*F -1.9 3.2 -1.9 2.5 -7.6 10.1 16.1 -27.9 32.5 -40.1 7.8 -11.7 Frame Line Column Line -Wind_Right2- Horiz Vert --Wind_Long1- Horiz Vert --Wind_Long2- Horiz Vert -Seismic_Left Horiz Vert Seismic_Right Horiz Vert -Seismic_Long Horiz Vert 2 A -5.3 -13.7 -11.6 -30.2 -12.2 -22.5 -0.1 0.0 0.1 0.0 0.0 0.0 2 F 16.8 -22.9 12.1 -24.2 11.7 -28.5 -0.1 0.0 0.1 0.0 0.0 0.0 5 A -5.6 -9.1 -11.9 -25.3 -12.4 -19.3 -0.1 0.0 0.1 0.0 0.0 0.0 5 F 17.1 -18.3 12.4 -19.3 11.9 -25.3 -0.1 0.0 0.1 0.0 0.0 0.0 3*A -7.8 -11.7 -18.3 -58.3 -18.9 -50.6 -0.1 -0.1 0.1 0.1 0.0 -0.3 3*F 24.2 -23.9 18.9 -50.6 18.3 -58.3 -0.1 0.1 0.1 -0.1 0.0 -0.3 3*Frame lines:3 4 ENDWALL COLUMN:BASIC COLUMN REACTIONS (k ) Wind Wind Wind Wind Wind Frm Col Line Line Dead Vert Collat Vert Live Vert Left1 Vert Right1 Vert Left2 Vert Right2 Vert Wind_Press Horz Vert Wind_Suct Horz Vert Long1 Vert 2 A1 0.4 0.1 1.4 -4.6 -4.6 -4.6 -4.6 -6.6 -4.9 7.5 -3.2 -4.9 2 C 0.8 0.1 2.4 -7.7 -7.7 -7.7 -7.7 -13.5 -8.3 14.8 -5.6 -8.3 2 D 0.8 0.1 2.4 -7.7 -7.7 -7.7 -7.7 -13.5 -8.3 14.8 -5.6 -8.3 2 E1 0.4 0.1 1.4 -4.6 -4.6 -4.6 -4.6 -6.6 -4.9 7.5 -3.2 -4.9 5 E 5.4 0.0 0.0 0.0 0.0 0.0 0.0 -15.5 0.0 15.8 0.0 0.0 5 B 5.4 0.0 0.0 0.0 0.0 0.0 0.0 -15.5 0.0 15.8 0.0 0.0 Wind Frm Col Line Line Long2 Vert 2 A1 -1.4 2 C -1.6 2 D -1.6 2 E1 -1.4 5 E 0.0 5 B 0.0 ENDWALL COLUMN:MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column_Reactions(k ) Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in) Elev. Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 2 A1 7 4.5 -4.6 8 -3.9 -5.6 4 0.625 8.000 8.000 0.375 0.0 1 0.0 1.9 2 C 7 8.9 -7.9 8 -8.1 -9.4 4 0.625 8.000 8.000 0.375 0.0 1 0.0 3.3 2 D 7 8.9 -7.9 8 -8.1 -9.4 4 0.625 8.000 8.000 0.375 0.0 1 0.0 3.3 2 E1 7 4.5 -4.6 8 -3.9 -5.6 4 0.625 8.000 8.000 0.375 0.0 1 0.0 1.9 5 E 9 9.5 3.3 10 -9.3 3.3 4 0.750 8.000 8.500 0.500 0.0 6 0.0 5.5 5 B 9 9.5 3.3 10 -9.3 3.3 4 0.750 8.000 8.500 0.500 0.0 6 0.0 5.5 NOTES FOR REACTIONS 1.All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2.Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3.Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4.Loading conditions are: 1 Dead+Collateral+Live 2 0.6Dead+0.6Wind_Left1 3 0.6Dead+0.6Wind_Right1 4 0.6Dead+0.6Wind_Long1L 5 0.6Dead+0.6Wind_Long2L 6 1.01Dead+1.01Collateral+0.53Seismic_Right 7 0.6Dead+0.6Wind_Suction+0.6Wind_Long1L 8 0.6Dead+0.6Wind_Pressure+0.6Wind_Long1L 9 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 10 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L ANCHOR BOLT SUMMARY Dia Proj Qty Locate Type(in)(in) 32 Jamb 5/8"A307 2.50 16 Endwall 5/8"A307 2.50 8 Endwall 3/4"A307 3.00 32 Frame 1"A307 3.50 GENERAL NOTES 1. All anchor bolts (by others) to have nuts and flat washers. 2. All anchor bolts are designed to full S.A.E. diameters with cut threads. No substitutions are allowed. 3. Allied is not responsible for the design, materials and workmanship of the foundation. Anchor bolt plans prepared by Allied are intended to show only location, diameter, and projection of anchor bolts required to attach the Metal Building System to the foundation. Allied is responsible for providing to the Builder the loads imposed by the Metal Building System on the foundation. It is the responsibility of the End Customer to ensure that adequate provisions are made for specifying bolt embedment, bearing angles, tie rods, and/or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. This is typically the responsibility of the Design Professional or Engineer of Record, which is another reason that their involvement in the Construction Project from the outset is highly recommended. (2012 MBMA Metal Building Systems Manual, Section 3.2.2) BUILDING BRACING REACTIONS +-Reactions(k )Panel_Shear Wall Col Wind Seismic (lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seis L_EW 2 (h) F_SW F 3,4 27.5 20.5 0.4 0.3 R_EW 5 (h) B_SW A 4,3 27.5 20.5 0.4 0.3 Note (h)Rigid frame at endwall ALLIED BUILDING SYSTEMS WILL NOT BE RESPONSIBLE FOR LOCATION OF ANCHOR WITH CONSTRUCTION PERMIT DRAWINGS BOLTS ON THE CONSTRUCTION PERMIT DRAWINGS. DO NOT SET ANCHOR BOLTS UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING BLDG. A BLDG. A BLDG. A BLDG. A BLDG. A BLDG. A BLDG. A BLDG. A BLDG. A BLDG. B BLDG. B BLDG. B BLDG. B BLDG. B BLDG. B BLDG. B BLDG. B Jun 2, 2020 ALLIED BUILDING SYSTEMS WILL NOT BE RESPONSIBLE FOR LOCATION OF ANCHOR WITH CONSTRUCTION PERMIT DRAWINGS BOLTS ON THE CONSTRUCTION PERMIT DRAWINGS. DO NOT SET ANCHOR BOLTS UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING DETAIL @ RIDGE CAPDETAIL @ PANEL END Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING DETAIL @ RIDGE CAPDETAIL @ PANEL END Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING DETAIL @ RIDGE CAPDETAIL @ PANEL END Jun 2, 2020 DETAIL @ RIDGE CAP UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING DETAIL @ PANEL END Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING BLDG. ABLDG. B SECTION "A" EAVE STRUT DETAIL Jun 2, 2020 36'-9 1/2"SSRC 36'-9 1/2"12'-1 1/2" 80'-0" OUT-TO-OUT OF STEEL 75'-0" OUT-TO-OUT OF STEEL75'-0" (400664BusseyHangar, 400685Leanto)12'-0" (400685Leanto)68'-0" (400664BusseyHangar)75'-0" (400664BusseyHangar)12'-0" (400685Leanto)68'-0" (400664BusseyHangar)25'-0"25'-0"25'-0"F D C A 12'-0"22'-8"22'-8"22'-8" 1 2 3 4 5 7'-1 15/16"17'-10 1/16"25'-0"17'-10 1/16"7'-1 15/16"F E D C B A 12'-0"22'-8"22'-8"22'-8" 1 2 3 4 5 ROOF SHEETING PLAN PANELS: 26 Ga. SX - Galvalume Plus REV DATE DWN:CHK:DATE:ENG: DESC: REFERENCE: JOBSITE: CUSTOMER: DESCRIPTION BY CHK Endwall Framing ISSUEJOB NO:DWG NO: LOCATION: BLDG. SIZE: COUNTY:CITY OF HOUSTON REGISTRATION NO. 165 / STATE OF TEXAS FIRM NO. 12081UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING Install member screws at a spacing of 5"-7"-5"-7" for roof panels in from each rake X 8'-0. NOTE! (3) (Shaded area) Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING SECTION AT ENDWALL STRAPPING Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING SECTION "B" OPEN FOR HIGHER POWER DOOR NOT BY BLDG. MANUF. Jun 2, 2020 RA2000 GIRT LAPS 1" 12 3'-8"3'-10"3'-6"3'-8"11'-0"8'-0"19'-0"RF3-1 RF3-1RF1-1 RF2-1 E-1 E-2 E-3 DJ-3DJ-3DH-2 BB2000G CB-1 CB - 1 G-21 G-24 G-22 G-23 G-23 G-25 G-26 G-25 G-25 G-23 G-27 G-23 G-23 1 2 2 3 2'-1 3/4" 2'-1 3/4" 2'-1 3/4" 2'-1 3/4" 1 2 3 4 5 12'-0"22'-8"22'-8"22'-8" 12'-0" (400685Leanto)68'-0" (400664BusseyHangar) 80'-0" OUT-TO-OUT OF STEEL WALL FRAMING: FRAME LINE F7'-2"6'-10"6'-4"9'-6" FL-16D, MT-116 1" 12 1 2 WALL SHEETING & TRIM: FRAME LINE F18'-11 3/4"18'-11 3/4"18'-11 3/4"11'-8 1/2"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"BT-101CT-102CT-102FL-19, FL-19A MT-116JT-101MT-116JT-101MT-116 HT-101 2 534 WALL SHEETING & TRIM: FRAME LINE F PANELS: 26 Ga. SX - NEED COLOR MEMBER TABLE FRAME LINE F MARK PART 400664BusseyHangar DJ-3 8M35C14 DH-2 8M25C14 E-1 10ES140 E-2 10ES140 E-3 10ES140 G-21 8X25Z16 G-22 8X25Z12 G-23 8X25Z14 G-24 8X25Z16 G-25 8X25Z16 G-26 8X25Z14 G-27 8X25Z12 CB-1 1.25_ROD CONNECTION PLATES FRAME LINE F ID MARK/PART 1 SA005 SPECIAL BOLTS ID QUAN TYPE DIA LENGTH WASH 2 4 A325 1/2"1 1/2"1 3 4 A307 1/2"1 1/4"0 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING OPEN TO REMAIN SECTION "C" Jun 2, 2020 RF3-1 RF3-1RF2-1 RF1-1 E-4 E-2 E-5 DJ-3DJ-3DH-3 DJ-3DJ-3DH-3 DJ-3DJ-3DH-2 BB2000G CB-1 CB - 1 G-28 G-24 G-29 G-23 G-23 G-30 G-24 G-31 G-25 G-25 G-24 G-33 G-32 G-23 G-23 1 223 2'-1 3/4" 2'-1 3/4" 2'-1 3/4" 2'-1 3/4"GIRT LAPS3'-8"3'-10"3'-6"3'-8"4'-4"19'-0"7'-2"9'-10"3'-4"9'-6"7'-2"9'-10"3'-4"9'-6"7'-2"9'-6"6'-4"6'-10" RA2000 5 4 3 22 1 22'-8"22'-8"22'-8""12'-0" 68'-0""12'-0" 80'-0" OUT-TO-OUT OF STEEL WALL FRAMING: FRAME LINE A 1" 12 11'-0"8'-0"19'-0"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"18'-11 3/4"11'-8 1/2"18'-11 3/4"18'-11 3/4"18'-11 3/4"BT-101CT-102CT-102FL-19, FL-19A MT-116JT-101MT-116JT-101MT-116 HT-101 MT-116JT-101MT-116JT-101MT-116 HT-101 MT-116JT-101MT-116JT-101MT-116 HT-101 5 243 WALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. SX - NEED COLOR FL-16D, MT-116 1" 12 2 1 WALL SHEETING & TRIM: FRAME LINE A MEMBER TABLE FRAME LINE A MARK PART 400664BusseyHangar DJ-3 8M35C14 DH-2 8M25C14 DH-3 8M25C14 E-2 10ES140 E-4 10ES140 E-5 10ES140 G-23 8X25Z14 G-24 8X25Z16 G-25 8X25Z16 G-28 8X25Z16 G-29 8X25Z12 G-30 8X25Z16 G-31 8X25Z14 G-32 8X25Z12 G-33 8X25Z16 CB-1 1.25_ROD CONNECTION PLATES FRAME LINE A ID MARK/PART 1 SA005 SPECIAL BOLTS ID QUAN TYPE DIA LENGTH WASH 2 4 A325 1/2"1 1/2"1 3 4 A307 1/2"1 1/4"0 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING OPEN TO REMAIN SECTION "D" Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING OPEN TO REMAIN DETAIL @ PORTAL FRAME SECTION "E" Jun 2, 2020 X ZEE LAP DETAIL @ THE LONG AND SHORT FLANGES SECTION "X" LAP LAYOUT 1/4" INDICATOR HOLE LOCATION TRAPEZE HANGER ~ 4" MAX. PIPE HANGER ~ 2-1/2" MAX. PIPE ACCEPTABLE CONNECTION METHODS Flange C-Clamp is not an acceptable connection NOTE: Allied only provides the roof purlin. All other material and hardware is by others. COLLATERAL LOADS FOR HANGER ATTACHMENT flange is not acceptable Connection through the not an acceptable connection Caddy clip attached to lip is ACCEPTABLE CONNECTIONS FOR ALL CAUTION: Erector Note! Failure to tuck facing of insulation back from panel edge at the base and eave could result in irreparable panel damage and will void the panel warranty. STANDARD DETAIL @ BLANKET INSULATION BUILT-UP SECTION LEGEND W20851 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING Jun 2, 2020 ROOF PURLIN CONNECTION AT MAIN FRAME ENDWALLA10 (2) 1/2 x 1-1/4 A307 REQUIRED AT STANDARD LAPS (4) 1/2 x 1-1/4 A307 REQUIRED AT STRUT MEMBERS A STRUT MEMBER IS A PURLIN LOCATED AT THE BRACE POINTS. SEE PLANS FOR EXCEPTION TO SIZE & QTY OF BOLTS. 1/2 x 1-1/4 A307 ROOF PURLIN FLANGE END OF BUILDING SEE PLAN 1/2 x 1-1/4 A307 (TYPICAL EA END) BRACE INDICATES ADD'L BOLTS REQUIRED AT STRUT PURLINS RAFTER4"ANGLE RAKE ROOF MEMBER SCREW ANTI DETAIL AT ANTI-ROLL CLIP RAFTER FLANGE PURLIN SHOP WELDED SHOP WELDED ANTI-ROLL CLIP PURLIN CLIP 1/2 x 1-1/4 A307 BOLTS IS DETERMINED BY THE DESIGN FOR EACH SPECIFIC BUILDING. CLIP ATTACHED. THE QUANTITY AND SPACING OF THESE CLIPS SOME PURLIN CLIPS WILL HAVE AN ADDITIONAL ANTI-ROLL UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING Jun 2, 2020 UNLESS NOTED OTHERWISE, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN ON THESE DRAWINGS HAS THE AFFIRMATION OF THE APPROVAL/REVIEW AUTHORITY. FAILURE TO RESPOND TO CLOUDED AREAS AND AREAS TO VERIFY MAY RESULT IN ADDITIONAL COSTS AND/OR SCHEDULE DELAYS FOR WHICH ALLIED WILL NOT BE RESPONSIBLE. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION. ALL SUBSEQUENT CHANGES AFTER THE FIRST SUBMITTAL WILL BE CONSIDERED AS CONTRACTUAL CHANGES. APPROVAL/REVIEWING AUTHORITY: PLEASE REVIEW APPROVAL DRAWINGS CAREFULLY ERECTOR NOTE: ONLY USE DRAWINGS ISSUED "FOR ERECTION" TO ERECT BUILDING Jun 2, 2020