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HomeMy WebLinkAboutPERMIT SET -PROJECT INFORMATIONSCANNED DRAWING INDEX BY DRAWING TITLE PAGES TYPE k St. Lucie County COVER SHEET 1 Anchor Rod Pland and Details CODES AND LOADS 2-3 Anchor Rod Pland and Details (Rev 1) BUTLER NOTES 4 Permit Set O ANCHOR ROD PLAN M PRIMARY STRUCTURAL 7-111 Butler Manufacturing SECONDARY STRUCTURAL 12_19 COVERING 20-26 a division of BlueScope Buildings North America, Inc. SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS LRECEIVED EB 0 7 Z018 �Eg�niy, Permitting VPC FLERWE: 17.Mllll to, w,ers , DESCRIPTION 12/21/2017 FOR CONSTRUCTION 1/10/2018 FOR CONSTRUCTION 1/102018 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES I"1 UKAVVIW, INULUUINU IHE INFORMATION HEREON, REMAINS IHE FRUPERTY OF BUTLEF ONLY TO THE WORK PRODUCT OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED INTI-E APPLICABLE MFG. AND DESIGN AND PERFORMANCE PURCHASE ORDER MID MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT SHALL NOT BE REQUIREMENTS SPECIFIED BY BUTLER. THE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUTLER MFG. ENGINEER'S SEAL DOES NOT APPROVAL OF BUTLER MFG. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING INACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1/ &WIS GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A1011 GRADE 60 BRACE RODS A572, A510 GRADE 50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SEC-RON (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE 'PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE -PRE-TENSIONED-, EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS'SNUG TIGHT, UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. - INSPECTION AND TESTING SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES AS AC472 ACCREDITATION. THEC,L E'I.,diNS :AND ALL PROPOSED WON, ARE SUBJECT TO ANY COPHREG i II1N.S REQUIRED BY HUD INSPECTOeFIS THJ 'r;AY BE NE-CES�,RY IN GRUEP TC COMPLY WITH ALL APPDCABLE CGDES. PAUL WELCH INC. _ MECH-ELECT CIVIL ENG 1984 BILTMORE ST. 114 PAUL WELCH P FIA REG NQ 299-5, L%V L Lwco FEB 0 r 2018 ! DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF j BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 _— - FLORIDA CERTIFICATE OF AUTHORIZATION I NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET 1&5 11111 V r No.68474 am *. Lill 0% STATE OF L� c O R 10 �sZ / yi 1540 GENESSEE ST. - KANSAS C17YiNIO64102— FLCPJDA, PIE # 68474 8ULDFR Richard K. Davis Construction Corp. 0U5To`�M American Concrete Industries, Inc. LOCATON Fort Pierce, Florida PROJECT. AMERICAN CONCRETE INDUSTRIES BULDEn5PW: 17-02 17-028576-01 ATE: 01/15/2016 Butler Manufacturing PAS VPCVERSI 2017.2b 1 adslsl.n.l BgeSmpe Buld,ps N.MAmedca, kc. Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION,FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Fort Pierce County: Saint Lucie State: Florida Country: United States Building Code Building Code: 2017 Florida Buildiner Code - 6th Edition Structural: 10AISC - ASD Rainfall: I: 11.00 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Collateral Gravity:2.00 psf Collateral Uplift: 0.00 psf Wind Load Wind Speed: Vult: 158.00 (Vasd: 122.39) mph The 'Envelope Procedure' is Used Wind Exposure: C - Kz: 0.987 Parts Wind Exposure Factor: 0.987 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 10/0/0 Parts / Portions Zone Strip Width: a: Basic Wind Pressure: q; --t ■ G VPC FLENAA E: 17-08 W"l 5/0/0 Material Dead Weight Roof Covering + Second. Dead Load: 2.47 psf Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: pg: 0.00 psf Flat Roof Snow: pf: 0.00 psf Design Snow (Sloped): ps: 0.00 psf Rain Surcharge: 0.00 Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Heated - Ct: 1.00 Ground / Roof Conversion: 0.70 Y Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 5.90 %g Mapped MCE Acceleration: S1: 3.00 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.0629 Design Acceleration Parameter: Shc: 0.0480 Seismic Design Category: A Seismic Snow Load: 0.00 psf % Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 30/8/0 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: Ta: 0.4330 R-Factor: 3.00 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.0100 x W Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: Ta: 0.2606 R-Factor: 3.00 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.0100 x W THE BUTLER MFG. ENGINEER'S SEAL APPLIES 1 n10 unrvvuvu, nvuLuulrvu 1 ne lrvrunlvuAl lulu ntrlculy, ncmrvrva 1 nt h�1ppERT9 p� ^ ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE �.K/ MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUAUTY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWLTGSCu9- DRAWING PREPARED BY. - BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BUILDINGS NORTH AMERICA 1540 GENNE 'SEE STREET I KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY. MO 64102 NTS 15:5 .48 �`jG6 Y L ' t/ •.�/i e � *.' No. 68474 c_ 1,L?Sf(' 1 STATE OF OR 1540 GENESSEE ST. KANSAS C17Y, MO 64102 -FLCRIDq, PEA 6S474-- - PERMIT SET For Building Dept. Approval CODES AND LOADS BULDER Richard K. Davis Construction Corp. cusTaWFL American Concrete Industries, Inc. LOCA7MN Fort Pierce, Florida PRmEcT: AMERICAN CONCRETE INDUSTRIES BULDERS Pot 17-02 17-028576-01 BUTLER DATE: 01/15/2018 DRAWWCHECK: CGB Butler Manufacturing PAGE: 2 VPCVEnS10D12017.2b ,dd,! not wSmpe BUUM, Ko&Am dm, Ic. 064111 *1 • NOTE: THE CRANE BRACKET SHOWN ON THIS DRAWING MAY NOT REPRI ACTUAL SUPPORT CONDITIONS. REFER TO OTHER DETAILS AND NOTES .r ELSEWHERE IN THESE DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. MINIMUM FROM INSIDE FLANGE C/C OF RAILS 0 1 TOP OF RAIL TOP OF RUNWAY 0 SEE SED'S CRANE BEAM cc FOR APPROPRIATE WITH OR WITHOUT CAP 9 a TOP OF } DETAILS CHANNEL C BRACKET ❑ w O0 x 34. X m z rL STIFFENERS A325 BOLTS WITH K ❑ (SEE NOTE 7) WASHERS (0095946) 2 _ EACHSIDE O lL 0 LL PLUMB COLUMN + 378" COLUMN MAY BE STRAIGHT (SEE CROSS SECTION DRAWING) ALL BOLTED CONNECTIONS REQUIRE BOLTS TO BE FULLY PRE -TENSIONED TOP RIDING BRIDGE CRANE AND BRACING DETAIL CRANE DESIGN DATA CRANE CLASSIFICATION: C (Moderate Service) IMPACT: VERTICAL= 10.00 % WHEEL LOAD CRANE CAPACITY: 25.00, 10.00 Ton LATERAL= 20.00 %OF LIFTED LOAD+TROLLEY L CRANE SPAN: 44V-10„ (C/C OF RAILS) LONGITUDINAL= 10,00 % OF MAXIMUM WHEEL LOADS, PER RAIL WHEELSPACING: g-9. RUNWAY BEAM SIZE: W21X44, C12X20.7 TROLLEYMOIST WT. 5.40 k • BRIDGEWi. 18.00k CRANE RAIL SIZE: ASCE Light 60Iblyd By Others MAXIMUM WHEEL LOAD: 32.20 k (W/OIMPAQ� RUN-UP DIST. 10.00 it (IF TWO CRANES) 1) CRANE OPERATIONS MAY CAUSE VIBRATIONS IN ROD BRACING AND OTHER BUILDING COMPONENTS. OTHERS TO PROVIDE AND INSTALL CLAMPS OR TIES AS REQUIRED TO MINIMIZE VIBRATION NOISE. 2) CRANE BRACKET ELEVATIONS MAY VARY SLIGHTLY DUE TO FABRICATION TOLERANCES. SHIMMING OF BEAMS OR LEVELING AND GROUTING OF COLUMN BASES MAY BE REQUIRED BY THE ERECTOR. 3) DO NOT WELD TO CRANE RUNWAY BEAMS OR SUPPORT BRACKETS OTHER THAN WELDS SPECIFIED IN THESE DRAWINGS WITHOUT THE ADVANCE WRITTEN CONSENT OF THE RUNWAY BEAM DESIGN ENGINEER. 4) CRANE RUNWAY SYSTEMS ARE SUBJECT TO FATIGUE RELATED PROBLEMS. THEREFORE, ANY RUNWAY COMPONENTS AND DETAILS SUPPLIEDMUST BE DEVELOPED BY A PROFESSIONAL ENGINEER COMPETENT IN THE DESIGN OF SUCH SYSTEMS. 5) CRANE RAIL ATTACHMENTS MUST PERFORM SEVERAL IMPORTANT FUNCTIONS, INCLUDING: TRANSFER OF LATERAL CRANE LOADS FROM THE TOP OF THE RAIL TO THE RUNWAY BEAM ALLOW THE RAIL TO "FLOAT' LONGITUDINALLY RELATIVE TO THE CRANE RUNWAY BEAM ALLOW FOR ADJUSTMENT/ALIGNMENT OF THE RAIL HOLD THE RAIL IN PLACE LATERALLY SELECTION OF THE APPROPRIATE METHOD FOR CRANE RAIL ATTACHMENT MUST BE DONE BY A PROFESSIONAL ENGINEER COMPETENT IN THIS AREA OF DESIGN. THE CRANE RAILS MUST BE INSTALLED TO ALIGN WITH THE WEB OF THE RUNWAY BEAMS WITHIN THE TOLERANCE SHOWN IN THE DETAILS. 6) THE DESIGN AND ATTACHMENT DETAILS FOR THE CRANE END STOPS MUST BE DEVELOPED BY INDIVIDUAL(S) QUALIFIED TO DO SO. COORDINATION WITH THE CRANE MANUFACTURER IS STRONGLY RECOMMENDED. 7) THE STIFFENERS SHOWN ARE PROVIDED ONLY WHEN THE CRANE BRACKET IS PROVIDED BY BLUESCOPE. THESE STIFFENERS ARE ALWAYS REQUIRED. IN CASES WHERE THE BRACKET IS NOT BY BLUESCOPE, THE STIFFENER WIDTH, LENGTH, THICKNESS, FIELD WELDING REQUIREMENTS, ETC MUST BE DETERMINED BY A LICENSED PROFESSIONAL ENGINEER COMPETENT IN THE AREA OF BRIDGE CRANE DESIGN IN STEEL BUILDINGS. 8) THE CRANE RUNWAY TIE -BACKS ARE ONLY PROVIDED WHEN THE CRANE RUNWAY BEAMS ARE BY BLUESCOPE. RUNWAY TIE -BACKS ARE ALWAYS REQUIRED. IMPROPER DESIGN AND DETAILING OFTIE-BACKS CAN CAUSE FATIGUE RELATED PROBLEMS AND THEREFORE SHOULD BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER WHO IS COMPETENT IN THE AREA OF BRIDGE CRANE RUNWAY SYSTEM DESIGN. THE BEARING STIFFENER SHOWN WILL BE PROVIDED AT THE ELEVATION SHOWN ONLY WHEN THE RUNWAY BEAM IS BY BLUESCOPE. 9) THE CYCLIC NATURE OF BRIDGE CRANE EFFECTS WILL TEND TO CAUSE GRADUAL LOOSENING AND/OR MISALIGNMENT OF SOME BUILDING COMPONENTS. PERIODIC INSPECTION OF CONNECTIONS AND ALIGNMENT WILL BE REQUIRED. 10) BLUESCOPE HIGHLY RECOMMENDS THAT COLUMN SUPPORTING CRANES GREATER THAN 10 TONS HAVE DOUBLE NUT BASE DETAIL WITH NON-COMPRESSABLE GROUT TO FACILITATE PROPER LEVELING. CONSULT PROJECT PROFESSIONAL. 11) WHEN BEAMS AND/OR RAILS ARE INDICATED AS "BY OTHERS", BLUESCOPE COMPANIES ACCEPT NO RESPONSIBILITY FOR DESIGN OR FABRICATION OR SUPPLY OF THESE ELEMENTS. THE CRANE BEAM SIZE SHOWN IS CONCEPTUAL ONLY FOR THE DESIGN OF SUPPORTING ELEMENTS AND SHOULD NOT BE CONSIDERED AS DESIGNED BY BLUESCOPE, NOR CHECKED BY BLUESCOPE ENGINEERS, NOR SUPPLIED BY BLUESCOPE COMPANIES. BUILDER MUST VERIFY WITH RUNWAY DESIGNER ACTUAL SIZE OF BEAM. COPY CRANE DATA Shape Name = American Concrete Industries, Wall = 4 — THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ., BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, ' SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPCFLEW E.17-M57"I DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF SWESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET j KANSAS CITY, MO 64102 ] FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I Br. I DESCRPTXW. :ALE: MS 1115 18 15:105 RAIL ALIGNMENT TO BEAM 1, .75 x t t -F 7­1 __j RAIL ALIGNMENT CENTERLINE OF RUNWAY BEAM WEB SHOULD NOT FALL OUTSIDE Fr r14PP FACE OF BEARING STIFFEN] CRANE BEAM ALIGNMENT C•E Ns%���� y� No.68474 STATE OF ORID 1111ri II11111"o`` % 1640 GENESSEE ST. KANSAS CITY, 610 04102 FLORIDA..PE088474 - PERMIT SET For Building Dept. Approval CRANE DATA 1-1 BULDER: Richard K. Davis Construction Corp. 0u "OMER American Concrete Industries, Inc. LOCAT"4: Fort Pierce, Florida PRDJEcT: AMERICAN CONCRETE INDUSTRIES SULDERS POF: 17-02 Butler Manufacturing PACE: vPcvERsort2017.2b 3 adNmnol Bh Sm Bmdn WMAmedm. BUILDERICONTRACTOR RESPONSIBILITIES Butler Mfg, follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern. It is the responsibility, of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern. Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. All interface and/or compatibility of any materials not furnished by Buffer are to be considered and coordinated by the builder or NE firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with Buffer Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Buffer is not responsible for work done from any other Butler drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada- CSA S16), which require U500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit -up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be propedy licen sed and exPerienced in erecting metal building systems The Builder is responsible for having (knowledge of, and shall comply with, all OSHA requirements and all other governing site safety cdteda. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing cluing erection of the building. Butler bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES Butler must be advised of any structure that is within 20 ft. of Butlers building. Load effects from snow drifting, wind effects, and seismic separation must be considered for both the new and existing structures. Buffer has designed the new Butler building for these effects. The owner/builder are responsible for employing a Professional Engineer to review and verify the existing structure for all load effects from the adjacent Butler building. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid -bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any Buffer components. Buffer accepts no responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance With governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 Id (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F) minimum Charpy V-Notch toughness shall meet AISC-341 criteria (20 ft-Ibs min @ ODag F). Interpass temperatures shall not exceed 55ODeg F (30ODeg C). The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading Signs shall dearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs deafly posted on all loaded walls indicating the type of commodity stared and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. VPC FLENAM1¢: 17-048578U1 DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill-cf-Lacing or delivery receipt and filed against the carer by the consignee as per Butler's Terns of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carder. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carder is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the camers agent. For matedals concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the Butler building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction matedals, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of any special requirements to be furnished by Butler. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by Buffer Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wail cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice Buffer Mfg. for modifications in excess of $1000, The builder must notify Butler Mfg. immediately, and obtain a Work Authorization from Buffer Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETEIMASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting elements consistent with Code required forces. PANELS Oil canning is an inherent characteristic of cold fomned steel panels. It is the result of several factors that include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed dip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as maybe required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during temporary job site'storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builders responsibility to ensure that if a finish coat is being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butlers shop coat. BUTLER MFG. ACCREDITATIONS AND APPROVALS Fabricator Approvals [AS AC472 Approvals:(www.iasonline.org/Metal_Building_Systems(MB.html) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #FB00031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289. State of Utah, City of Richmond, Ca. Design Approvals IAS AC472 Approvals:(www.iasonline.org/Metal_Buildng_SystemsfMB.htmi) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (hhpJeng.cwbgroup.org(CertficaticNPages/Cert'fiiedCompanySearch.aspx) Listed under BlueScope Buildings North America, Inc. Engineering Certifications of Authorization USA—AR#576; FL#30427; ID#C•2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA417OPE; SD#C-1787; TX#F4828; WV#C03059-00; CAN—AB#P08900; NS#30123; ON#100148796; and YT#PP134 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ' nw 11N LUUBNa I nt uvrunmm IUIN nthturv, noFIIvlw11a I nt f-HUPET or ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY. MO 64102 NTS I yrt No. 68474 STATE OF �4 O .R I V 1540 OENESSEE ST. KANSAS Cf7l , MO 64102 FLORIDA, PE # 0474 PERMIT SET For Building Dept. Approval ERECTION NOTES BULDER: Richard K. Davis Construction Corp. JOB r. 17-028576-01 cusroua:a American Concrete Industries, Inc. oar LocA7oN: Fort Pierce, Florida BUTLER 01/15/2018 DRAWN'CHECK PRwEcr: AMERICAN CONCRETE INDUSTRIES Butler Manufacturing CGB / BUILDER'S POO: 17-02 1 VPC VERIM 2017.2b PAGE: 4 15.=5 a dvi bn fBh Swp BAGWsN Am rim Ye. BL O O O © `/ J l6J l7) 10 11 lZ Existing BMC Building D2 D2 D2 D2 D2 D2 D2 D2 D2 D ID3 ID3 ID3 ID3 ID3 ID3 ID3 I1' 3 <�' ID3 ID I I I I I I I 1 I I O H I I I I I I I I I I c .i 0 O I W a, O v V I I I I I I I I I I v u l I I I I I I I I I I I I I I I I I ID3 ID3 ID3 ID3 ID3 ID3 ID3 ID3 ID3 'D <•> <.> U D2 D2 D2 D2 D2 D2 D2 D2 D2 r> <,> 20-0" --� 20'-0" �'-- 20'-0' 20-0"---�'-- 20-0" ---�-- 20-0" 20'-0" ,�' 20'-0" �-- 18'-0" 200'-0" ANCHOR ROD PLAN BL py No.68474 �k m u� ®' STATE OF � e PREPARED 'III ���` DRAWING BY: I I I I I I1 ►llle 11 jj BUTLER MANUFACTURING, A DIVISION OF 2 2 1 - rr BLUESCOPE BUILDINGS NORTH AMERICA `+FISHER 1 2 1 - 7 11 1540 GENNESSEE STREET SA �FI.ORID AUTiORRATON .lEFFREY _ - --KANSAS - - --- ----- - _ -- CCERTIFICATE OO CITY• MO 649Q2 Dimension Key NUMBER30427 _� — FLORIDA, FE #68474 Finished Floor Elevation=100'-0' (Unless Noted Otherwise) PERMIT SET- For Building Dept. Approval <'> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE Q BUTLER MANUFACTURING ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT LJ 1640 GENESSEE ST. KANSAS CITY, MO 64102 WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Rtv: DATE er: DESCR�rION: smmt Richard K. Davis Construction Corp.OB& �' 17-028576-01 APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cusmmm American Concrete Industries, Inc. — ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Fort Pierce, Florida BR 1/11/2018 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. • DRAWNICHECK DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: AMERICAN CONCRETE INDUSTRIES Butler Manufacturing CGB I SPECIFIED BY BUTLER. I INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAwINGscALE: NTS euaDBlrsPox. 17-02 vPcvatslON: 2017.2b PAGE 5 1115=5 1l:1B:N an mBIwsmo. Uldhp NCMAmeft� he D1 (4)1" Dia. GR36 Anchor Rods Plate W=10" L=1'-1/2" Elev.=100'-0" BASE E E _ I PLATE-1 I C Z LL W O ►'v - O a wUi O O � O0 m a FILL WITH 2" (51mm) NON -SHRINK GROUT AFTER COLUMN IS IN PLACE � FLOOR LINE ► = w •LEVELING ' NUT f.9 WISTANDARD w HARDENED } WASHER (TYP) m GROUTED BASE REQUIREMENT N�m � 1 2 1Q" D2 (8)l 1/4" Dia. GR36 Anchor Rods Plate W=10" L=2'-0 3/81, Elev.=100'-2" (Bottom of Base Plate ) 2" Grout below not by BlueScope BL VARIES IICOLUMN BOTTOM OF BASE PLATE STD =1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL I Seen to below 1'+ TH.(l�. See note below N {L1yEN T T c C 6 'V �1} T {ly} T �" I L w8 6" 6 -ll 2 1Ir 2 1/T' C. Note: Additional Pocket Area required at Crane Bracing Locations (Grids 3, 4, 10, and 11) D3 (4)1" Dia. GR36 Anchor Rods Plate W=8" L=1'-2" Elev.=100'-2" (Bottom of Base Plate ) 2" Grout below not by BlueScope 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY-36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CASTdN.PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FORACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE GROUP; +.1/8" b. CENTERS OF ADJACENT AR GROUPS; +.1/4" c. TOPS OF AR'S; +.1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +414" PER 100FT., NOT TO EXCEED 1"TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +414" S. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. NUT - HARDENED WASHER 4" PROJECTION w BOTTOM OF COLUMN Oz o BASE PLATE ELEV. J m —TOP OF FOUNDATION - CONSIDER m ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) <•> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL APPLIES S G, INCLUDING O 10 HEREON, E S T P OPE O BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B • AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT -PRIORrev: DATE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 01/12/201 ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DMWiNG SCALe VPC FILENAME 17429NM 1"6RM6 SUGGESTED ANCHOR ROD PROJECTION 1/2" (13mm) DIAMETER CONCRETE ANCHORS (BY OTHERS) JAMB LU W Z - w w R to_ W 'C 1 1/4" OPENING WIDTH DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BUILDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZAUO. _ I NUMBER 30427 BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 64102 BY: DEBCRD m-. CGB I Revise D7 to match existing, D2 and D3 EWaWn dwl NTS 16A0:06 NOTE:1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP SEE PLAN FOR JAMB SIZES: J = SIZE JAMB'EQ.' VALUES: 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 112" 89mm, 11.5 EQ = 41/4" 108mm FRAMED OPENING DETAIL - E 7 - COPY L ���� • �� C�E N S4$ Yt No. 68474 ®' STATE OF •:�` �u�nnl►��r Ill �e f �($ 1S40 PE # 68474 PERMIT SET- For Building Dept. Approval ANCHOR ROD PLAN BUILDER Richard K. Davis Construction Corp. cueror , American Concrete Industries, Inc. Lob1TIDN: Fort Pierce, Florida MWEer: AMERICAN CONCRETE INDUSTRIES Bulwo Por.17-02 BuUer Manufacturing P�CGB vI,cvEnsI0R 2017.2b 6 e d1&bn&BI"•Smp. B. ge NMAM..%bn 'aq mP mVWM SWpne ed.SMU wsownm. eM:st 916ZISIA L QZ'LLOZ Na3AOdA W-LL :mdsaaaina SIN :3Ivosow vm :39Vd BulmlaeJnueW ialln8 / SOO S31HISMINI 313LIONOO NV01H3WN aO3loea :N33H=mvwa 6LON/5 L/LO epuold 'aOLa!d VO3 :Na1VODl 2i371/78 Iva -oul'sauisnpul alanuo0 umpaury n3wOisnO LO-9L9860-LL -dio :a eor O uo uo llOruls0 slneO .N PLe4O!u 7 301ne NMdVDS30 'AG :31VO :Aa NV_1d JN13VUS dOOd aNv ALIMdd ZOLv9 oW '1 L10 SVSNVN 1S 338S3N30 OtSL EJNIHn10V3nNV1N H311n9 UP89 # 3d'VOINTId 15W1111, `yea°°°�®®�I/i�i d0 31V1S VZV89 "oN 30 ! at'os HaawnN ! ! 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I I I I I I 502 i 1 i I S i I SO 1 i w bd aD Ln ZOOM w zo>-6 50 5I� o0 o 0 0 0 0 OD OD OD OCD OD O�I� LI� 1n 0n r0n Zooxa�M_OTZooxasMoxa�_80CZOOXd3M-I_L000XdSM„I_900ZOOXdSMrSOOZOOXdSM�--__�OOZOOXd3MrtOZOXSMt-_ ZOOZOOX��I._-TOTooxaaM„1 N�£O 0 r 6TOX0 ZTOXO OTOXO 800X0 800X0 800X0 800X0 800X0 900X0 b00X0 ZOOM ET TT OT 6 8 G 9 5 b E Z Z01ous nT-ASZ 8 TOSZSZvo ZE)T02Ifi aS-LZZ 8 SOZZSUE0 T?E3aQ u3bua'I A3b 43Ed aTnpat;oS g22a buroras Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight EPX001 1 9.0000 .5000 .1345 1'-0" 1'-0" 31'-3 1/211 983# i EPX002 2 9.0000 .5000 .1345 1'-011 1' 31'-3 1/211 977# D (C) � A �-251-0 1/4" 0.500:12 25'-0 1/4" 0.500:12 2 2 3 5® 4'-311 S La 4'-3- 4 r Frame Clearances Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) L 1 CD .. I � o Cn m e 0 I N 0 0 c� w a �' W W m tn l� 0 15'-0" 20'-0" i- 151-01, CL CL 501-0" B 5 31'-8 1/2" Ridge Ht. FRAME CROSS SECTION AT FRAME LINES) 1 B 4 2'-7 7/811 3 2'-7 15/16" 2 1'-1 3/811 1 3'-2" Dimension Key -- Shape Name = American Concrete Industries Wall 4, Frame 1 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER " "" ""^"""' "" 1 -- . — .— "^'°'^ 1— 1 .11— ^ 1--.— 1— 1 1— 1 .., BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ^ VtaK W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT UNLESS NOTED OTHERWISE. BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Druw"GscALE: VPCFLEN E: 17-02n78-01 1/152018 {.._- _-....-._ DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY. DESCRPTM NTS 18:10:10 /,111V�L/nsrrgL�i/1 / ♦`�`!`L��� i L®� III I * : No. 68474 •: ®' STATE OF '�Luvo ID IIII'I62, 0NA1-, `♦♦, V f 7 I 1840 GENESSEE ST. KANSAS CITY, MO 64102 FLORIDA, PE # 68474 PERMIT SET For Building Dept. Approval FRAME CROSS SECTION AT FRAME UNE(S)1 BULDEFL Richard K. Davis Construction Corp. JOB 17-028576-01 cusTOMER: Amedcan Concrete Industries, Inc. DAT LGcATor1: Fort Pierce, Florida BUTLER 01/1512018 DRAWWCHEC/: PROJECT: AMERICAN CONCRETE INDUSTRIES Butler Manufacturing CGB PAGE: BULDER'S POD: 17.02 VPc VERSIDW 2017.2b 8 adNelWBWeSm. Buldnp Wb A-d­ lr. Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 _ CX001 1 9.0000 .3750 .1875 1'-8" 1'-8" RBX001 2 5.0000 .3125 .1345 1'-711 1'-711 3 5.0000 .2500 .1345 1'-711 1'-711 RBX002 4 5.0000 .2500 .1345 1'-7" 1'-7" 5 5.0000 .3125 .1345 1'-7" 1'-711 CX002 6 8.0000 .2500 .2500 1'-8" 1'-8" WEPX001 7 WlOX26 10 5/1611 10 5/16" WEPX001 8 WlOX26 10 5/16" 10 5/16" Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows •Dia. Length Thick. Out In A 6 A325 3/4" 2 1/2" 1/2" 1 2 B 6 A325 3/411 2 1/2" 3/811 2 1 C 12 A325 3/4" 2 1/2" 3/8" 2 4 m io eD N O M O\ 0 I in PartNo 0097284 0097284 0097284 Approx.Lgth Approx.Weight Detail 29'-10 5116" 1265# 23'-3 1/8" 445# 23'-3 7/811 441# Frame Clearances Horiz. Clearance between members 1(CX001) and 6(CX002): 46'-6" Vert. Clearance at member l(CX001): 28'-2 1/2" Vert. Clearance at member 6(CX002): 28'-2 5/8" Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) Crane Clearances at Top of Rail Vert. Clearance at CRANE DATA 1-1(Left): 5'-9 3/4" 29'-10 3/8" 1066# Horz. Clearance at CRANE DATA 1-1(Left): 10" 28'-2 1/4" 10# BR25BD Vert. Clearance at CRANE DATA 1-1(Ri9 ht): 5'-9 3/4" 28'-2 1/4" 10# BR25BD Horz. Clearance at CRANE DATA 1-1(Right): 10" r 0 A 25'-0 1/4" 0.500:12 5 5 25'-0 1/411 0.500:12 5@ 4'-3" 5 0 4'-3" 7 050 050 050 r 1 3 3 1 44'-1011 1 8 31'-8 1/2" Ridge Ht. CL 50'-0" CL 7 2'-7 7/811 B B 6 2'-7 15/16" FRAME CROSS SECTION AT FRAME LINE (S) 2 5 1 ' -1 3 / 8 " BUTLER MANUFACTURING, A DIVISION OF ED BY: 4 3'-2" BLUESCOPE BULDINGS NORTH AMERICA 3 1" 1540 GENNESSEE STREET 2 2' -7" BL to CL of Runway Beam FLORIDAKA KANSAS CERTIFICATE MO OF 64102 AUTHORIZATION 1 2' —7" NUMBER30427 ❑ Dimension Key -- - -- Shape Name = American Concrete Industries Wall 4, Frame 2 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES nio un vvirvu, iry LuuRvu i nc 11N VUH l UN nM—N, nc—i— i nc rHUMH i Y Ur ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRII IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REv: DATE: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. SIDE OF THE WEB AS THE HILLSIDE WASHER. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE —FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAV/NGSCALE: VPC FLEMME: 17-028578-01 111 Q18 N \(1111A 1 s� • •.� *.� No. 68474 ;• i®• STATE OF 'lie ID ORI 1540 ©ENESSEE ST. KANSAS CITY,110 64102 PERMIT SET For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME UNE(S) 2 DESCRPTION: BULDER: Richard K. Davis Construction Corp. cusralAER: American Concrete Industries, Inc. LwATm: Fort Pierce, Florida PR FcT: AMERICAN CONCRETE INDUSTRIES NTS BULDER Pm: 17-02 15:10:11 Butler Manufacturing ICGB PAGE: VPC VE0.5Dik 2017.2b 9 a Nvlsi,nol Bb,Smp,BUMiM,N MAmsdoaY . Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 _ CX003 1 9.0000 .3750 .1875 11-8" 1'-811 RBX003 2 5.0000 .3125 .1345 11-711 11-711 ` 3 5.0000 .2500 .1345 11-711 1'-7" RBX009 4 5.0000 .2500 .1345 1'-7" 1'-7" ` 5 5.0000 .3125 .1345 11-711 1'-7" CX004 6 8.0000 .2500 .2500 1'-811 11-811 WEPX002 7 w10x26 SO 5/16" 10 5/16" WEPX002 8 WlOX26 10 5/16" 10 5/16" OBolt Connection & Plate Schedule Approx.Lgth Approx.Weight 29'-10 5/1611 1298# 23'-3 1/811 457# 23'-3 5/8" 459# 29'-10 3/8" 1103# 28'-2 1/4" 10# 28'-2 1/411 SO# rD .9 25'-0 1/4" 0.5 7 5 @ 4'-3 Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia. Length Thick. Out In A 10 A325 3/4" 2 1/21' 1/211 2 3 0097284 B 8 A325 3/4" 2 1/2" 3/8" 2 2 0097284 C 6 A325 3/4" 2 1/211 5/811 1 2 0097284 ES> - (2) Washers (095872) req'd at Flange Brace to Secondary. 8 31'-8 1/211 Ridge Ht. 7 2'-7 15/1611 6 1'-1 3/8" 5 3'-2" 4 2' —6'1 3 1" 2 2'-711 BL to CL of Runway Beam 1 21 —711 ion Key -- Frame Clearances Detail Horiz. Clearance between members 1(CX003) and 6(CX004): 461-6" Vert. Clearance at member 1(CX003): 281-2 1/2" Vert. Clearance at member 6(CX004): 281-4 7/8" Finished Floor Elevation . 1001-0" (Unless Noted Otherwise) Crane Clearances at Top of Rail Vert. Clearance at CRANE DATA 1-1 (Left): 5'-9 3/4" Horz. Clearance at CRANE DATA 1-1(Left): 10" BR25A3 Vert. Clearance at CRANE DATA 1-1 (Right): 51-9 3/4" BR25A3 Horz. Clearance at CRANE DATA 1-1(Right): 10" . A 00:12 6 25'-0 1/411 0.500:14-2 6" 5 0 41-3" 7 A A W vy o ,-I In a w N k, 0 m C1 N w m 0 N w m 0 N w 0 M N IA (A .-I w N U U'_t, ___ C0 W W --- _ N W W B C• 003 ---------------------------------------RBX009--------------------------------- 44'-10" C/C of Runway Beams 2 See Drawing: CRANE DATA 1-1 VC3 N oa a o0 µaw D4 M U O WU 3 GL O E OD N N 1U0,-2„_2„ 3 3 1 44'-101'LZI 1 CL CL 50'-0" B FRAME CROSS SECTION AT FRAME LINES) 3-12 B Name = American Concrete Industries Wall 4, Frame 3 ' 1. USE 112 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES . — une.vnivu, irvuu 4u 1 n= inrvnrvwi iUry MNCUIv, —1—Ivo I nt raoPEFH Y or ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT UNLESS NOTED OTHERWISE. BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV' DATE: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC FLERWE: 17-0BBS78-01 1/152018 (2)GFB2050 3FB2050 3FB2050 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DRAWING PREPARED BY: F BUTLER MANUFACTURING. A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY. MO 61102 1 FLORIDA CERTIFICATE OF AUTHORIZATION 1 _ NUMBER 30427 V` 1_ ✓��/ 00 ..........®s ����i �I NO.68474 = 7k �•= * �CC� STATE OFID •�` IS40 OENESSEE ST. KANSAS CITY, MO 64102 FLORIDA. PE # 68474 PERMIT SET For Building Dept. Approval FRAME CROSS SECTION AT FRAME UNE(S) 3 DESCRPTKW. BUMP Richard K Davis Construction Corp. cusTOMER: American Concrete Industries, Inc. LOCAT : Fort Pierce, Florida PROJECT: AMERICAN CONCRETE INDUSTRIES NTS SULDER'S POB: 17-02 1529:10 Butler Manufacturing ICGB r PAGE: VPCVERspN:2017.2b 10 a SiNslonol BA"Smp• Buldtgs Nwlt,Nnenca, M. Q'-E BRACE COLUMN OR BEAM ` WEB HEX NUT WASHER 'A" WASHER 'B" RODS ILLSIDE WASHER WEB REINFORCEMENT PLATE (IF PRESENT) MAY BE SHOP WELDED ON EITHER SIDE OF THE WEB. DESCRIPTION PART NO ROD DIAN NUT HARD STEEL ROUND WASHER A HARD STEEL WASHER B HILLSIDE WASHER J 9SZ21 3 B' MT WASHER 96408 1/2' BEVEL SQUARE WASHER 46040 12 96230 1 2 FLIT WASHER 96872 J/4' AT flWND WASHER (0.5948) 533 5 8 95233 5 8 RAT WASHER 95945 J 4 B5235 3 4 FLAT WASHFR B594fi 1' MT ROUND WASHER (95948) 543335 7 B 95237 7 B FIAT WASHER 95947 1' 95238 1' MT WA94R 9594E 1 1/8- FLAT ROUND WASHER (95949) 543336 95239 1 1 MT WASHER 95949 V. Art. ] IREV. -" ROD BRACE BROI G2 WEB SLOT ASSEMBLY F - FEET G - GAGE CX••• = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX••• - COLUMN (GAGE) E = EIGHTHS C = RN/COLOR WCX••' = COLUMN (HOTROLL) PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D RBX... = RAFTER (PLATE) • F F I I E G G O C C C BGX••• - RAFTER (GAGE) LENGTH CODE WRX'- - RAFTER (HOTROLL) INSULATION TRX•H• = TRUSS RAFTER I B 1 3 0 1 0 3 6 0 3 0 W V ICX••• - INTERIOR COLUMN •• F F F I I I I I I E C C PCX••• = PIPE COLUMN LENGTH WIDTH THK CODE TCX•*• = TUBE COLUMN SECONDARY (STANDARD) 0 8 Z 1 9 1 1 4 1 7 - - - - - EPX••• = ENDPOST (PLATE) • F F I I E G G • • • • EGX••• - ENDPOST (GAGE) DEPTHLENGTH GAGE ADJUST.CODES SHAPE CBX... = CANOPY (PLATE) SECONDARY (SPECIAL) CBX... = PIGGYBACK CANOPY O D t o 8 z t 9 1 1 4 t 7 - - - DCC••• = 8 1/2" GAGE POST • • • • F F I I E • • • C G COUNTER LENGTH GAGE ADJUSiCIX1ES DCE••• = 10" GAGE POST SHAPE SHAPE BOTH ENDS R00 BRACING RS - THREADS 0 3 R S 2 5 1 0 I E•• F F I I RT = THREADS ONE END - CLEVIS ONE END RU = CLEMS BOTH DIA LENGTH ENDS RP = THREAD BOTH ENDS - NO HILLSIDES ® mn= "''°°' MARK NUMBER KEY EN50B1 COMMON GENERATED MARK NUMBERS 7DI `FLANGE BRACE WILL TWCALLY Z. NOTE CONNECT TO THE WEH OF THE THE RULBER WILL HAVE TO FIELD FRAME MEMBER. REAM-011T THE 9/16- DRX HOLE IN 1IE SECONDARY MEMBERS TO 13/IC DOLL GP REDS W/ HOE& (FOR THE 12MBB— FLANGE BRACE TNICX FILANG4S WITH A 3/4' X 1 3/4- A323 BOLT WHEN REQUIRED.) O ALTERNATE CONNECTIONS FLANGE BRACE REQUIREMENTS: RULEQI- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. •• 10' & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. N RATeeyte/1T REV. Nnm TYPICAL FLANGE BRACE CONNECTIONS BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: EN8002 WIDESPAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE a BASIC ERECTION GUIDE - STRUCTURAL SEE ERECTION DRAWINGS FOR LOCATIONS AND PART MARK BRACE ROD :LEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) STRUT CONNECTION BOLTS SEE DRAWINGS FOR SIZES AND QUANTITIES BRACE STRUT (GAGE) -BSB— COLUMN NOTE ALL BOLTS TO BE 1/2- X 1 1/2' A325 BOLTS (49080) (U.N.O.) 1/2" X 1 1/2" A325 BOLTS (49080) WITH HAROENEO WASHER (095872) EACH SIDE (TIP AT PURLIN END OF BRACE) -,! WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. ENDPOST PAYING SURFACES MUST BE PAINT FREE IF PAINT IS FOUND ON FAYING SURFACES IN SLOTTED CONNECTIONS REMOVE WITH UGHT GRINDING. STANDARD HARDENED WASHERS ARE REQUIRED OVER ALL SLOTS SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES all STRUT BRACING GAGE STRUT ON WALL Mv. eAl/11 1aty. Naa BR15A BR25A3 EIR2 ,rIZON ROOF BEAM L < UI F ¢ HORIZONTAL COLUMN a CLEARANCE HORIZONTAL SPLICE I u EXTERIOR ----------J COLUMN VERTICAL SPLICE ROOF L—I--------- �BEAM BASE PLA U INTERIOR I F < FINISHED FLOOR COLUMN ELEVATION 100'-0" w I (TYPICAL UNLESS < z v NOTED OTHERWISE) U Q COLUMN BASE PLATE INTERIOR COLUMN SPLICE uI NOTE: BASE OF COLUMN MAY NOT BE AT FINISHED FLOOR �'N600 CLEAR HEIGHT DIMENSION WORK POINTS PFR007 AS -91OWN ON FRAME CROSS SECTION DRAWINGS ' 1. USE 1/2 X 1 1/2 A325T BOLT 49080 ( ) AND NUT ( 47120 ) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE SIDE OF THE WEB AS THE HILLSIDE WASHER. APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. - DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC FLENAME: 17.M676U1 BRACE (GFB- OR HFB-) RAKE BEAM ENDPOST TOP BRACING ENDPOST WITHIN 6- (152mm) OF PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2' A325 BOLTS (49080) (U.N.O.) RAKE BEAM CONNECTOR CUP (2 BOLTS) USE JCP- WHEN REOD. (2 BOLTS EACH END) FRAME REINFORCEMENT - PLATE (WHEN REQUIRED) ( I`E(MAY BE INSET] ENDPOST BRACKET G 1� 8 BOLTS TO ENOPO a TOP OF ENDPOST BR25BD ENDPOST BRACKET TO RAKE �l(L . • �i No.68474 L� STATE OFIle 10 SB ,,11 N% 4// ne ` I' BUTLER MAWINGFUREPARF�RING, A DIVISION OF I BLUESCOPE BUILDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 JEFFFREY L FISHER 1640 BENESSEE SY. FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 3D427 KANSAS COY, MO $4102 177 FLOPADAL, PE # 68474 PERMIT SET For Building Dept. Approval BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I By. I DESCRPTXt. DRAWNGSCALE: NTS 1/152010 SEDStmt 153234 PRIMARY BRACING SED'S BULDER: Richard K. Davis Construction Corp. cusTOwF1 American Concrete Industries, Inc. LOCATION: Fart Pierce, Florida PROJECT. AMERICAN CONCRETE INDUSTRIES BULDERS POe: 17-02 17-028576-01 DATE: BUTLER 01/15/201 • ORAWNTHECI Butler Manufacturing CGB / PAGE: VPC VERSION 2017.2b 11 a Gdsional B!wS pe BUINngs?J MA Era Ic. Secondary Part Schedule Mark Part Thick. Depth Lap Detail E2 OBE1911414DDB30 0.0790 8 1/2" RS12PA,RSI2PJ E6 OOlOBES1911414B30 0.0790 8 1/211 RS12PF,RSI2PE,RSI2PJ P15 08Z231141733B2 0.0600 8 1/211 1'-10 1/2" RS01T1 P22 00108ZS2211413A3 0.0880 8 1/2" 2'-10 1/2" RS02T1,RSO1T1 P24 00408ZS2211413A3 0.0880 8 1/211 2'-10 1/2" RS02T1,RSO1T1 P25 00208ZS2211417A3 0.0600 8 1/2" 2'-10 1/2" RS02T1,RSOlT1 P26 00308ZS2211417A3 0.0600 8 1/2" 2'-10 1/2" RS02T1,RSO1T1 P3 08Z211141511B2 0.0730 8 1/2" 10 1/211 RSO1T1 P4 OBZ211141711B2 0.0600 8 1/2" 10 1/211 RSO1T1 O Secondary Bracing Schedule id Qty Mark No Spacing 1 98 PBA0211 2'-7 7/811 2 20 CPBRA010602 1'-1 3/8" 3 100 CPBB040408(Typ.) 4'-3" See SED: BR09K5, BRO9JG, BR09RY, BR09RZ, BR09PK BRO9PH, BR09JH, BR09K2 Part Mark Key 1 002SGA08117 2 002SGA15113 3 003SGA08117 4 003SGA15113 5 001SGA08117 6 001SGA15113 2 T T T T T T T 10 11 P 1R2B10 1R2B9 1R2B8 1R2B7 1R2B6 1R2B5 1R2B4 1R2B3 1R2B2 1R2R1 'p tofe01Kowe b �_f=CI=C_i�il:f=CIS!_�ri�f=1swen, �1SCJSCi�i�_ iC1=!_��iC1id=Ci%fSgSC_i�it_1iC1��1 �_1�■ � ' p 1■� iasmil" WNWO OM I BL 1R1B2 1R1B3 1R1B4 1R1B5 1R1B6 1R1B7 1R1B8 11 19 v 1R1B10 B'-O°—} —201-O'r201-0" 201-0'r201-0'1 201-011 201=0°201-011 201-0'r18'-011 I I 200'-0" BL 1 ��• .......... ����``�'!�• •�'� 0 E NSF No. 68474 IO' STATE OF �y¢�` �• •.e, 0 DRAWING PREPARED BY: I� �9••9qq BUTLER PE LESC 1540 ENNDWDIVISIONRING, A F GS NORTH STREET B 4 2'-7" - KANSAS CITY. Moealaz 3 1" I FLORIDA CERTIFICATE OF AUTHORIZATION JEFFREYL.FISHER NUMBER 30427 1540 GENESSEE ST. 2 1' -11" KANSAS CITY,140 64102 1 2' —011 FLORIOA, PE # 684T4 Dimension -Key --- - -- --- - -- - -- --- Shape Name = American Concrete Industries PERMIT SET- For Building Dept. Approval ENGINEER'S SEAL APPLIES 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY 8E REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY PLAN 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABIUTY OF THE MFG. AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT IOR WRITTEN APPROVAL OF BUTLER MFG. ��� DATE: BY. osscRPrrxt BOLDER Richard K. Davis Construction Corp. BUTLER MFG. ENGINEER'S SEAL DOES NOT OF WALL AND ROOF SHEETS. PR GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 17-028576-01 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. APPLY TO THE PERFORMANCE OR DESIGN OF cLSTon�ER: American Concrete Industries, Inc. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCAm" BUTLER 1/11/2018 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. Fort Pierce, Florida a DRAWNCaECK: DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROIECI: AMERICAN CONCRETE INDUSTRIES Butler Manufacturing CGB / SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWNGSCALE: NTS BULDERSPO : 17.02 VPCVERSm: 2017.2b PAS. 12 VPC FLENAME: 17-02857801 1115M8 15:1020 adAwnofBWSw eBdkff eWa Amdt k. ROOF SECONDARY PLAN BtACE Q�AME BRACE ROOF LaunoN Laura" SECONDARY ERECTION NOTE: USE (1) 11/32' X 1 1/4' USE (2) 1/2" EAVE STRUT BEND PBA TABS AND USE (2)11/32- X 1 1/4" T-45 GRAY 1 WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR HEX NUTS T-45 GRAY SCRUBOLT 097352) G 7120) LOCATE SCRUBOLT NUT (0972675` 1 NUT ON EACH FAT SCRUBOLT (097352) AND SCRUBOLT NUT OF EAVE (HEAD (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) 0" "o 0 0l A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD THE PURUN WEB AND USE A SELF —DRILLER (553D7) TO ATTACH. CHANNEL PURLIN BRACE HEAD OF SCRUBOLT TO I E OF PURLIN BE ON OUTSIDE OF EAVE PURUN SEE FACE OF Y a _ _ _ _ _o (CPB—)(TYP.) USE TOP HOLE OF _ CLIP EAVE' STRUT IF PRESENT. BRACE ASSY. EAVE STRUT VIEW \ (PBA_) FOR TAB ATTACHMENT GR (() $TR1/4UCT. 14 x 1 1/4" (2) 1/4-14 x 1 1/4" FLANGE BRACE WILL TYPICALLY rELD NOTE CONNECT TO 7NE WEB OF THE STRUCT. SCREWS (55307) (55307) THE eU6DER WE HAWS TO FlELI FRAME NENBQt REAM -OUT THE 0/18• DIAM. HOIF IN 714E SECONDARY MEMBERS TG 13/16• GIALL CUP REW O W/ NaFS VOR THE 17MDG_ FLANGE BRACE THICK RANGES HANNEL HANNEL FACE OF Wm+RE'A 3/•• z 1 W/4• A3I5 Bar rdEN BRACE EAVE STRUT PB-) (CPB-) 11-14 0 O PURUN 713(RACE 0 FLANGE BRACE REQUIREMENTS: ALTERNATE CONNECTIONS / % � RULEIP— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. PURUN � RULE{J2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART NARK ON DETAIL BR09JG EAVE PURUN BRACE EAVE STRUT (PBA—) AT 8 1/2", 10', EAVE USE (2) 1/2" GALV. HEX STRUT CROSS SECTION IS NOT ACCOMPANIED IDS RULE>g3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB URUN I BRACE STRAP 11 1/2° PURDNS. NUTS CH Sl LOCATE (1) NUT E CH SI E OF PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). L (1) 1/4" X 6 1/4" (ESBS—) (NOT REQ. AT 7" PURUN RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. DROP PIN (097556) (TYP. PER EACH END) TO 7" EAVE STRUT) EAVE PURUN BRACE ASSY. USE WHEN CHANNEL BRACE WHEN CHANNEL BRACE RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES LINE UP WITH THE OES NOT LINE UP WITH [USE PURUN (PBA—)(TYP.) E OF THE FRAME WEB. SLOTS IN THE PURLIN WEB. HE SLOTS IN THE PURLIN WEB. AVE STRUT NOTE: SEE ERECTION DRAWINGS •• 10• & 11 1/2' PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION Re.'nTe e T REY." BR06AE TYPICAL FLANGE BRACE CONNECTIONS avpAeam 1 REv.Nam CHANNEL BRACE ENDING AT PURLIN WEB BR09JG reY.oAe"/°/® Nam SINGLE CHANNEL PURLIN BRACE R] DADa/]➢/1e Elxam EAVE BRACE STRAP AND EAVE PURLIN BRACE D"E"/eenx Elxna EAVE STRUT BRACE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN SELF -DRILLER WITH BENT TABS BROW ENDING AT PURUN WEB LOCATION BRO91<2 LOCATED AT EAVE - CENTERLINE OF FRAME BR09K5 NOTE: 1. SEE CHART FOR RIDGE BRACE NEST AND ASSEMBLY SELECTION. II� END FRAME INT. FRAME END BAY INT. FRAME INT. FRAME INTERIOR BAY CROTATE HANNELS 2. NEST CHANNELS TO ACHIEVE II CHANNEL PURLIN BRACE (CPB-)(TYP.) 5" BETWEEN HOLES AND USE DROP PINS TO SECURE. HOIESTO IGN USED TO SECTION SECURE 1 PURUN BRACE CHANNEL o 1 0 0 (2) PURUN BRACE 1 PURUN BRACE o ] o 0 CHANNEL ADJUST. CODES (2) 1/4" x 5 1/4" WITH DROP CHANNELS T 0 0 2 PURUN BRACE GAGE TT DROP PINS (09755fi) PINS (3) PURLIN BRACE o CHANNELS ° > > o EIGH CHANNELS NCH millimeters FEED r— 4 PURUN BRACE CHANNELS (4) PURUN BRACE CHANNELS SHAPE DEPTH + N 3° TYPICAL � 3• TYPICAL � CLUSTER CLUSTER CHANNEL RIDGE BRACE STANDARD NOTES: STANDARD NOTES: DEPTH SHAPE GAGE ASSEMBLY - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. 07 = 7" Z = ZEE 11 = 0.113 (CPBR— THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: OB = 6 1/2" C = CEE 12 = 0.098 PURLIN 0 — DO NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 0 — 00 NOT INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 10 = 10• E = LOW EAVE STRUT 13 = 0.088 RIp�E ] — INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. ] — INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. 11 = 11 1/2" H —HIGH EAVE STRUT 14 = 0.073 L (1) 1/4" X 6 1/4' SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 15 0.079 DROP PIN 97556) (0 PURLIN 1fi OOfiB = . (TYP. PER EACH END) - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. 17 - a.DSD - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE AUGNED FROM EAVE TO EAVE IN A GIVEN BAY. I� °'/® �' "°m SINGLE CHANNEL PURLIN BRACE �' �' CHANNEL RIDGE BRACE ASSEMBLY �' dP`°' �' "°'°° PURLIN BRACE CLUSTER LOCATION w' °°DQ/ ° "a°° PURLIN BRACE CLUSTER LOCATION "°`°' "a°° SECONDARY PART MARK NUMBER BR09PH INTERMEDIATE LOCATION 13R09PK SINGLE BRACE AT SYMMETRICAL RIDGE BRO9RY END BAY CHANNEL LOCATION BR09RZ INTERIOR BAY CHANNEL LOCATION EN59B1 COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK ` C 2 1/2° 2 5/8- 1 ADJUST. CODES ` \\ NIB � It ILT=TTy I GAGE s �,.... �` �.•• °s .�� G E 1V ••. 0� INCHE LENGTH �%74 S+ �`�'�• •• d"si 1 W 1 B 3 FFFd millimeters ` e SHAPE ft: — No.68474DEPTH BAY NUMBER 4�• m _-®� °�® COUNTER CANOPY (C)/PARTITION(P)/ COP � ®'.• STATE OF :• o �• A DEPTH SEIAPE GAGE ROOF(R)/WALL(W) NUMBER �� 07 = T ZS =ZEE 11 = 0.113 /�sQ� ® R 0 Q e 4C+T��` 08 8 1/2' CS = CEE '��Nr = 10 — 10' ES —LOW EAVE STRUT �''••�P.`...�}.,....% � e 13 a o.o BUILDING SHAPE ®®a `,`� — HIGH EAVE UT 2 1/2' 2 5/8' '����/IRiiB'•��`\`\\ OMANUFACTURNGRAWING 11 = 11 1/2• BB BACK 0 BAKS CK CEE 14 = 0.079 I BUTLER EADNISIONOF 15 = 0.073 THE BAY/BUNDLE CODE IDENTIFIES FB — FACE TO BACK CEE I SLUESCOPE BULDINGS NORTH AMERICA , FF =FACE TO FACE CEE 17 - 1540 GENNESSEE STREET JEFFREY L FISHER THE BUILDING CANOPY/PARTITION/ j 0.050 17 — 0.060 I KANSAS CITY, MO 64102 1 1540 ©ENESSEE SIT. ROOF/WALL PLANE AND BAY i FLORIDA CERTIFICATE OF AUTHORIZATION I KANSAS cm, r40 "102 I NUMBER 30427 _ FLORIDA, PE Wg4 _�..._ _ - - 1Ev. aaF:m REY. Na aR ___ �I.aAmm 1�-IEv.-xa a.--- R04aTWAT/°1/a uv Wm -SPECIAL-SECONDARY PART MARK=KEY-= SECONDARY=BUNYA -OCATION-KEY PURnrr ARo—G�RrslzEs EN51B2 COMMON GENERATED MARK NUMBERS EN51B3 ALL SECONDARY DEPTHS EN53F1 B 1/2' 216mm PERMIT SET For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 112 A325T BOLT 49080 AND NUT 47120 THE BUTLER MFG. ENGINEER'S SEAL APPLIESiff B BUTLER MANUFACTURING ( ) ( ) BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. L, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. THE REV: DATE: BY. DESCRP710N: BULDEiC JOB R: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Richard K. Davis Construction Corp. JOB 1: 576-01 OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cusrOkER American Concrete Industries, Inc. DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLER 01/1512018 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. LecATON: Fort Pierce, Florida • DRAWWCHECK: DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT AMERICAN CONCRETE INDUSTRIES CGB / Butler Manufacturing SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DwWvmascuE: BUEDERSPOO: NTS 17-02 VPC VERSxxN: 2017.2t1 PAGE: 13 ------------- 1n62018 SEDSI-1 15:1020 a dAsi,noIBWSwp,BukfiM1WMA" nM.VC. Secondary Part Schedule ❑ Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Id Qty Grade Bolt Diam. Bolt Length PartNo OBC1605411CC20 0.1130 8 1/2" 1 2 A325 3/4" 2 1/2" 0097284 G187 1OZ1611414LL02 0.0790 10" WS01T2 G188 1OZ1611413LL02 0.0880 10" WS01T2 G189 00510ZS020541702 0.0600 10" G190 1OZ1611411LL02 0.1130 10" WSO1T2 G191 1OZ1811412LL02 0.0980 10" WS01T2 G192(Nest) 1OZIS11415LL02 0.0730 10" WSO1T2 G193 00610ZS020541702 0.0600 10" G59 JCP051170 0.0600 10" B1 00210JS1800017 0.0600 10" WS20J9 J12 00110JS2006017 0.0600 10" J13 0021ODS2202214 0.0790 10" WS2082,WS20B2,WS20B8 5 Glee—'04�b20j0 6 6 G191f20088 6 6 (091ga2pj0 G188 5 5 \" A 2, 0 y 6 6 6 6 6 \ F 4Z0' 6 5 R " ^ 08C1605411CC20 OBC1605411CC20 08C1605411CCC1605411CC20 O8C1605411CC20 OSC1605411CC20 O ! "' 5 G190 .,dSB1800614-xiSIB1800614 G190 5 O �iy� tavesc/ G191 (Nest) G191 (Nest) 191 (Nest)G191(Nest) G191(Nest)G191(Nest) O Lar �a tivr,acl o P'605411C 0 6 OBC1605411CC20 6IBC1605411CC20 6 - C1605411CC20 6 OBC1605411CC20 6 08C1605411CC20 b_'" 6'605411C 0 6 4v 5co15 G190 - t� o? - G190—r-I 55 ,go!WeIS ) G192(Nest) G192(Nest) G192(Nest) G192(Nest) G192(Nest) 'YOI(Nes ) 6 9 6 6 6 6 6 6 9 6 5rn 08C10 4 1CC20_ OBC1605411CC20__OBC1605411CC20 -_C1605411CC20__08C1605411CC20__OBC1605411CC20_ 08Cio 54 1CC20_ 5 G190 G192 est) G192(Nest) G192(Nest) 1O t—G 192(Nest) G192(Nest) G192(Nest) G192 est) G190 5 52 6 6 6 6 6 6 6 6 5 g G188 - Od` 6 6 6 4�v 6 6 6 01` 6 G188 5 G187-4'1•�d1(Typ.--G191(Typ.)--G191(Typ.)—191(Typ.)--G191(Typ.)--G191(Typ.)--a'Y�di(Typ. Gi87 1 0 0�4 Oy4 u1 - t�f rn 1W2BO 1W2B1 1W2B2 1W2B3 1W2B4 1W2B6 1W2B7 1W2B8 1W2B9 1W2B10 1W2Bll I I I I 5'-0" 5'-0" I I I I 18'-0" 3 181_0"-- 20'-0"——20'-0" --—20'-0" 20'-0" 20'-0"—20'-0"--—20'-0"—--20'-0" 18'-0"—Id CL CL CL CL CL CL CL CL CL CL CL7L 200'-011 BL BL SECONDARY ELEVATION AT A Bracing Part Schedule Part Qty Length Detail ' 3BSBIB006142 18'-6 3/411 BR15J1 OSRU2904 4 29'-411 BR02K1 04RU2010 4 20'-101, BR02K1 6 GFAP2054 5 GFAP3024 4 G193 3 1'-0" 3 PG1 _2 3'-21- --2- -G189- --- 1 2'-011 1 G59(Typ.) ---- - - - - - --- • Dimension Key OPart Mark Key Shape Name = American Concrete Industries, Wall = 2 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT BUSED 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED FOR ANY OTHER PURPOSE WITHOUT °A` STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG.' THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 1/30/2018 OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRnwlnD a. VPC RLENAME: 17.,28s7601 1/302018 F1'L"E COPY DRAWING PREPARED BY. BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1640 GENNESSEE STREET KANSAS CITY, MO 64102 -ORIDA CERTIFICATBOF--AUTHORIZATION=J NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY: DESCFUPnON: CGB Added door between Rrid 7 and 8 NTS 1597:03 ♦♦ ?( .0 * : • No. 6W4'' _ r Q' STATE OF A1 1110 i 3i KANSAS CITY, MO 64102 FLORIDA, PE # 68474 PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT A BUILDER: Richard K Davis Construction Corp. cusTONER: American Concrete Industries, Ina Lannon: Fort Pierce, Florida PROJECT.' AMERICAN CONCRETE INDUSTRIES BUILDERS Pot 17-02 Buller Manufacturing I CGB / VPCVERSION:2O17.2C 16 e &&k l M.So Buid p NO A vt- Inc Co 0 a619* y T 1 441-10" 1 CL 501-0'r CL BL BL SECONDARY ELEVATION AT 13 1 2'-711 [—]Dimension Key _ —_ — " _ - Shape Name = American Concrete Industries, Wall = 3 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDINLINNONG DESCRIBEME rtiuv'-�D IN Or THE B W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV] DATE: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG, ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, wL I SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWNDSCALE: VPC FLEN E: 17-0285T841 V152018 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 I DRAWING PREPARED BY: I BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 i FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 ``����'f�' •fie, ii•E � S`� 'r�`�,�ee e No. 68474 J3 ° X' STATE OF ORAD 1U0 GENESSEE ST. KANSAS CITY, MO 94102 FLOMM PE # U4174 PERMIT SET For Building Dept. Approval SECONDARY ELEVATION AT 13 DESCRPTIM BUILDER Richard K. Davis Construction Corp. cU TOMER American Concrete Industries, Inc. LOCATDN: Fort Pierce, Florida PROIEcT: AMERICAN CONCRETE INDUSTRIES NTS BULDERS POD: 17-02 rs:rDae 17-028576-01 Butler Manufacturing PACE G VPC VE.. 2017.2t1 1 17 e dvi nd BeSmpe Bulog N MA—d-he. Secondary Part Schedule Bracing Part Schedule Mark Part Thick. Depth Lap Detail Part Qty Length 013C1605411CC20 0.1130 8 1/211 WS01T2 3BSB1800614 2 18'-6 3/411 G187 1OZ1611414LL02 0.0790 1011 WS01T2 OSRU2904 4 29'-411 G188 1OZ1611413LL02 0.0880 10" WS01T2 04RU2010 4 20'-1011 G189 00510ZS020541702 0.0600 10" G190 1OZ1611411LL02 0.1130 1011 WS01T2 G191 1OZ1811412LL02 0.0980 10" WS01T2 G192(Nest) 1OZ1811415LL02 0.0730 1011 WS01T2 G193 00610ZS020541702 0.0600 10" G59 LTCP051170 0.0600 1011 WS01T2 J12 00110JS2006017 0.0600 10" 6 GFAP2054 Detail 5 GFAP3024 BR15J1 4 G193 BR02K1 3 G189 BR02K1 2 VCCO5403084 1 G59(Typ.) OPart Mark Key []Rod, Strut, and Misc. Connection Bolts Id Qty Grade Bolt Diam. Bolt Length PartNo 1 2 A325 3/411 2 1/211 0097284. 2 3 4 5 6 7 8 9 10 11 12 1W4B1 1W4B2 5'-0" I I 1W4B3 1W4B4 1W4B5 1W4B6 1W4B7- 1W4B8 1W4B9 1W4B10 1W4B11 1W4B12 6--18' -0" —i-20' -011 it 20' -011 20' -011-- —20' -0"--- --20'-011--j-201 -0'r--j-20 r-0"—,�-201-0"--�--18' -0 CICL CL CL CL CL CL CL CL CL CL 200'-011 BL SECONDARY ELEVATION AT D 2 3'-2" 1 2r-011 --- _ Dimension Key - - - — — -�-- - - - Shape Name = American Concrete Industries, Wall = 4 ' 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STAB STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY E REPRODUCED ONLY FOR THAT PURPOSE. IT B STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. ' OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ' 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPC FLENAME: 17.M57"I T DRAWING PREPARED BY: ----- BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BUILDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BY. I DESCRPTIDN: DRAWNGSCALE. NTS 1/152018 15:10n7 1C CL BL hjatlYl t" eE No.68474 °. ®' STATE OF14. lam: 1540 BENESSEE ST. KANSAS CITY, MO 04102 FLOPJDA, PE # 68474 PERMIT SET For Building Dept. Approval SECONDARY ELEVATION AT D BUILDER Richard K. Davis Construction Corp. cusroMER American Concrete Industries, Inc. DA LOCATK)+ Fort Pierce, Florida BUTLER 0' DR PRo1EcT AMERICAN CONCRETE INDUSTRIES Butler Manufacturing PA, BULDERS P01: 17-02 VPC VERsm 2017.2b adAsI °IBWS°°pa BUUL NcMA-d-Ye. 18 BRACE Q iANIE BRACE WALL PANEL MUST BE ATTACHED SEE ERECTION DRAWINGS ., LOCATION LOurox g F AR TO sub GRis WDH STRuc1URAL Q FASTENERS AT SfAIMI LOCATIONS FOR LOCATIONS AND PART MARKS • YENBER BA DOES NOT ATTACH TO BRACE ROD - D STANDARD GIRT g1.141 -14 x 1 I/4' RAL FASTENER (ss3o7) TYPICAL CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) ADJUST. CODES GAGE -LITTTTT TT__ ADJUST. CODES GAGE O•• -01 0 01 Y O O _ _ _ — — CORNER POST STRUT CONNECTION BOLTSFIG DE On-1 d+�Iss-) wHEN SUPPdn CEE CIRT OR SPUCE IS RmU, ED sUS GIRT SEE DRAWINGS FOREIGHT SIZES AND QUANTITIES C H� LENGTH INCHE LENGTH FLANGE GRAM wLL TYPICALLY EELD NOTE CONNECT TO THE YILE OF THE millimeters FFFfl (millimeters) THE 11UlDER wLL HAVE TO RFLO FRALE MEMBER. REAMNDAR M G/16' GAM. IN TIE SIANDNID tl� ceE SUPPORT � SECTION 'A' BRACE STRUT (GAGE) SHAPE $ HAPE SECONDARY MDMBEf5 TO 1J/IC DWI. OJP REDO N/ 16- NOES UM'DE 12u.B— RANGE BIL10. THICK FlANGFS HOLES. A UM' 13/4• A323 NGE AC RENARm,] ,A. SUB GIRTCOUNTER a _BsB_ P DEPTH COLUMN U i CEE ��T (4) 1/4-14. 1 1/'v UCTURAL FASTENER m a - STANDARD CIFn (amO7) 1YPPAL LI— DEPTH SHAPE GAGE DEPTH ALTERNATE cow nds FLANGE BRACE REQUIREMENTS: 0 S +I 3' ED.08 07 7' Z = ZEE 11 = 0.113 = 8 1/2' C CEE 12 0.098 SHAPE CAGE 07 = 7' ZS = ZEE 11 = 0.113 RULEQI- ALL FLANGE BRACES ON CROSS SECTINS MUST BE INSTALLED. 9 SUB CRT = 18 E = LOW EAVE STRUT 08 = 8 1/2• CS = CEE 12 = 0.098 RULEy2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON = 10• 13 = 0.088 H -HIGH SAVE srRLJr 10 - t0° ES -LOW SAVE srRur 13 - o,OBB CROSS SECTION IS NOT ACCOMPANIED BY (2). RULEJ3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB T12• DNMETER e�NGIREE ANCNo. WHERE SLOTTED HOLES ARE PRESENT. BOLTS ARE 11 = 11 1/2' 14 = 0.079 15 0.073 _ HS - HIGH SAVE STRUT I 11 1/2' Be = BACK TO BACK CEE 14 = 0.079 WHEN PART MARK IS ACCOMPANIED BY (2). RULE//4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE h (BY BUILDER) d SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. PAINT PAVING SURFACES MUST BE PAINT FREE PAINT = 16 0.060 FB = FACE TO BACK CEE 15 = 0.073 CENTER OF THE BUILDING. sue JAxa 'B' LDUTIGN IS FOUND ON PAYING SURFACES IN SLOTTED D CONNECTIONS REMOVE WITH LIGHT GRINDING. - 17 - 0.06E FF = FACE TO FACE CEE 16 - 0.058 17 - 0.060 RULEj5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME Sue JAMB LourK1N SECTION 'B' STANDARD HARDENED WASHERS ARE REQUIRED OVER - SIDE OF THE FRAME WEB. FFR DEacN ALL SLOTS SEE ERECTION DRAWINGS FOR MARK •• 10' & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. NUMBERS AND QUANTITIES. , Iay. RATeG• e/1T AEY. Nam TYPICAL FLANGE BRACE CONNECTIONS BR06AE amp/°Vm CORNER ZONE BRACING DAsmy/11 uv. Anm STRUT BRACING Iay. ncem Imv. ND.m SECONDARY PART MARK NUMBER ItEY. is L_ Iay. xo. oo SPECIAL SECONDARY PART MARK KEY CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR1 OD6 WALL PLAN VIEW (CEE SUPPORT) BR 55J1 -GAGE STRUT ON WALL EN51B1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK NOTE; BEFORE FASTENING THE CEE MEMBER TO THE ZEE OPTION MEMBER, BE SURE TO CLAMP THE CEE AND ZEE AT THE FOR FO'S UP TO B' X 9' USE (3) 1/4--14 X 1 1/4- 7/8' 2� 21 COMMON INSIDE CORNER TO ASSURE A TIGHT FlT. 1/4-14 1 1/4" ZEE GIRT SHOWN NO D-OSER THAN 3/8' FROM EDGE OF CUP OR HOLES SCREW SPACING NOT LESS THAN 3/4' APART. C P I x FSNR (55307) ST THIRD AT THIRD POINTS CEE GIRT S MILAR I O FIELD01" LOCATE AND DRILL(2) 9/I B' ` DIAMETER HOLES N ZEE ORT • O TO ATTACH JAMB9080 A325 BOLT(4 • 1 W 1 B 3 BOLTS A I A I A BAY NUMBER P 1 sAn� CANOPY (C)/PARTITION(P)/ PUNCHED GIRT FILLER ANGLE ZEE GIRT \@� ROOF(R)/WALL(W) NUMBER L �� `4, ATTACH TOP FLANGE (JAMB SUPPORT \ A �o GIRT) DOUBLE JAMB • (2) 1/2• A307T(0 THIN CONNECTION BUILDING SHAPE 2�7/1 FRAME 11/2' FS POINTS (5131R7) IS1/Y DEPTH GIRT CUP THAN ZEE tlar. GIRT CLIP (GCE-) HEAD BOLT 96636) JAMB, HEU &@NUT (095032) SINGLE OR DOUBLE 1 JAMB CAN BE„�2 pEEl FR THE BAY BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ (GCB052033) (WELDED) (GCNDszD379) (BOLTED) IRT FILLER ANGLE TTACH I ,. I MAY BE SHOP WELDED (GCB_ OR GCL) THAN THE JAMB SUPPORT GIRT, (ONLY E%CIPRGN; 11 �2 JAMB CANALIGBE USED12 ROOF WALL PLANE AND BAY TOPPUNCHED FLANGE , �4) 55307 � uS AND/ 8 eta SECTION A - A I PG1 CLIP = 3 3/4' AT 7', 8 1/2% 10- GIRTS 7, 8 1/2', 10' GIRTS SECTION A -A PGV1067 CLIP - 4 3/4" AT 11 1/2° GIRTS pEY. DATE 1 ] REIG NOm SECONDARY BUNDLE LOCATION KEY '"''-0"1E01roV°n Iay. ram PURLIN AND GIRT SIZES pry. OATL�1/02A1 IaV. Nam GIRT CONN. AT COLUMN pry, OARII/mA1 R£Y. lam GIRT CONN. AT COLUMN REV. MMIEIt 5 REN. Nam JAMB TO GIRT EN5163 ALL SECONDARY DEPTHS EN53G1 10" 254mm WS01BZ INSET ZEE GIRTS NESTED GIRT W/ PGFA WSO1T2 SPECIAL SET OR FLUSH GIRTS OR INSET LARGE FLANC�S WS2082 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6' FROM EACH END OF MAN JAMB. A A DOUBLE JAMB Q � - , I f /IB` DOUBLE JAMB - A WELDED GIRT CUP (JGC2) AT a 1/2' JAMB - (2) 1/2' A307 THIN HEAD BOLT Y °E iV JAMB, SINGLE u (JGCB) AT 10" JAMB A & (095009;636) JGC- (WELDED CUP) S 3� •." ���' 4JJJ• ` , OR DOUBLE DOOR HEADER `♦♦♦`®G df`�' r d * No. 68474 °e - DOUBLE JAMB JAMB BASE CONNECTION �♦ �' *, m CUP (PG1) o `� Q (2) 1/2' A307 THIN HEAD BOLT _ A e•� v ® STATE OF e , (096636) 1/2• ANCHOR &NUT (095032) DOUBLE I °. •:` �• RODS WfH ���rrrJJJJ HARDENED WASHER O fFP 1 1/4 3 4" DEPTBFH EQUAL 3° EQUAL A 0 1� 'I�j�ti •.°< ®R ®Pe• A%. 6.OPrl T-� i� �a0gg'••..�...••° !'ej'�Fi�g� MAX r�° 1 I O w �Q 10 ZEE GIRT SHOWN I I I I' I I DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF �`a`• AT 24" O.C.FSNR AT 24' O.I CEE GIRT SIMILAR I I SLUESCOPE BUILDINGS NORTH AMERICA (BY BUILDER) BASE MEMBER I ® --i — Q OPENING 1540 GENNESSEE STREET JEFFREY L FISHER t_ JAMB CAN BE 1 1/2' DEEPER $ SECTION A -A I I I I KANSAS CITY. MO 64102 I 1 S40 GENESSEE ST. THAN THE JAMB SUPPORT GIRT SECTION A —A JAMB CAN BE I I/2' DEEPER THAN THE JAMB SUPPORT GIRT SECTION A —A FLORIDA CERTIFICATE OF AUTHORIZATION I KANSAS CITY,140 04102 ALIGN JAMS AND GIRT AT BL NJ(N JAMB AND GIRT AT BL NUMBER 30427 _ FLORIDA, PE A M74 mv. wTem/o1/eR fay. NR.m __ _ __ WS2GB6 _ _—JAM-ATTACHMENT-- SINGLE OR DOUBLE JAMB R[v. oArz:mM/11. nry: ram. - -_ GIRT=TO JAMB DOUBLE JAMB Iar.naE:m m 1Ev,-Nam -- -- —READER TO JAMB WS20J9 HEADER TO JAMB PERMIT SET- For Building Dept. Approval WS20E2 ' 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT BE 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRPT10N: BULDER Richard K. Davis Construction Corp. JOB°: 17-028576-01 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. ' • OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. APPLY TO THE PERFORMANCE OR DESIGN OF cusrorAEa American Concrete Industries, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DATE: ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/15/2018 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. LOCAT": Fort Pierce, Florida , OPAWMCHECK DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: AMERICAN CONCRETE INDUSTRIES Butter Manufacturing CGB / DRAWNGSCALE: NTS PAGE' 19 .I SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BULDERS PO°: 17-02 vpcvERSK1N:2017.2b 1/152018 SEDSheel 15:10W a dmbn.f Bh.S.p. BUI&ngs NRMA—d- Ye. Covering Schedule Id Qty Length #4 100 251-2 1/211 #5 100 251-2 1/2" Oper. Code:12=SQ,SQ Finish:Z-A1Zn Color:AZ=Plain A1Zn Type Gage OP MR24 24 12 MR24 24 12 A a w cessory Schedule Qty Color 1 Beige 1 Cool Birch White Fin. Z Z Color AZ AZ - Wind Up To 165 mph JS,3070 PA Walk Door Trim Planograph Schedule Id Details T1 P-080572,P-081236,P-103223,P-104542,P-104714 T2 P-080573,P-080575,P-080578,P-080949,P-ZRSLO T3 P-081167,P-081243,P-GAI T4 P-081167,P-081243,P-GAI T5 P-080572,P-081236,P-103223,P-104542,P-104714 T6 P-080572,P-081236,P-103223,P-104542,P-104714 Dimension Key 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. r VPCFLENAME: 11-02gg"j ` seam clamps required clamps required Trim Schedule Id Parts T1 0630043 T2 (10)RC20 T3 0560173,TC1,MRRET,RBT2,(0.1)VWA10 T4 TCI,MRRET,RBT2,(0.1)WAl0A,0560173 T5 0630043 T6 0630043 ROOF COVERING PLAN Note: MR24 Wide tab roof clips required at all locations Shape Name = American Goncrete Industn'es - -- THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Color Match Wall Color Match Roof Color Match Wall Color Match Wall Color Match Wall Color Match Wall Color DRAWING PREPARED BY.' BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 Details ENB004,NV667 . E IV 1, 4* ° �.` `Sid'°•• 3 No.88474 STATE OF 4,� is;%' A 15d0 OENES8EE ST. KANSAS CITY, MO 64102 FLORIDA, PE # 68474 — - -- --- P-ERMITSET-For_Building_Dept.-- pproval B BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF COVERING PLAN REV: DATE: BY'. DESCRPTUL BULOER, Richard K Davis Construction Corp. JOB' 17-028576-01 cu'TOMER: American Concrete Industries, Inc. LOcATm; Fort Pierce, Florida BUTLER 01/15/2018 a DRAWNICHECK: PROJECT: AMERICAN CONCRETE INDUSTRIES Butler Manufacturing . CGS / PAGE: ORAWNG SCALE: MS` BULOERS P00: 17_02 VPC VERSq`t 2017.2t1 20 1/1S2018 M10:40 a&A,1 °I BWSmpe BUld,g, NoM Am flc Y . Planograph Schedule Id Details T1 P-080873,P-081505,P-081612 T2 P-104219 T3 P-104219 T4 P-081612 T5 T6 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. VPCFLENAME: 17-0 578-01 cc 0 T H Trim Schedule Id Parts T1 (2)BA225,(4.2)BT12A T2 (2)DSF12 T3 (1.5)DG12 T4 (3)BRCT12 T5(2.1)BRCL12,(1.2)MRGT20R,(2.5)WA10A T6(2.1)BRCL12,(1.2)MRGT20L,(2.5)WA10A Color Cool Birch White Cool Birch White Cool Birch White Cool Birch White Cool Onyx Black of Onyx Black D T5 --------------------------------- -------- ----- I T3 161-011 181-0" �. 161 -0" 501-011 BL BL COVERING ELEVATION AT 1 Shape Name = American Concrete Industries, Wall =1 THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWNGSCALE: 111SM18 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY. MO 64102 NTS Details ENB003,GV383,NV663,WCB036,WCB038 NV539 NV537 WCB037,WCB040 WCB043,WCB044 WCB043,WCB044 F LE COP'Y Covering from existing building to be relocated to this wall - ---- --DRAWING PREPARED BY: — ---- BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 V% G °E N 3 L No. 68474 ' 0 STATE OF '! ® ,N 0 eeeee`''�1�11AL®®®`�a�`, 1640 GENESSEE ST. KANSAS CITY, r40 64102 FLORIDA, PEc #68474 COVERING ELEVATION AT 1 BULDER Richard -K Davis Construction Corp. CusTO11EfL American Concrete Industries, Inc. LOCAMN: Fort Pierce, Florida PRUIECP. AMERICAN CONCRETE INDUSTRIES BULDER'S POS: 17-02 Butler Manufacturing PAGE: VPCVER — 2017.2t) 21 adiAmi fBh Snipe BWNiresN A -A-, k. Y Go I 0 BL 0 1 —011 COVERING ELEVATION AT 13 BL DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 E IV No. 68474 ®' STATE OF ® R t 1U0 GENESSEE ST. KANSAS CITY, MO 04102 FLORIDA, PE # 68474 Y Shape Name = American Concrete Industries, Wall = 3 PERMIT SET For Building Dept. Approval 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 13 TO STRUCTURAL BEAMS REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: GATE: Bv: DESCRPTcxt euLGER Richard K. Davis Construction Corp. JOB r. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE MANUFACTURING PANELS MAY REQUIRE APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cLGTOWR American Concrete Industries, Inc. 17-028576-01 GATE: COVERINLIMITATIOG C S HEDULSHORT FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS L�ATIX+ Fort Pierce, Florida BUTLER 01/15/2018 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, P—ECT: AMERICAN CONCRETE INDUSTRIES + Butler Manufacturing DRAWWCHECK: CGB / SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GRAVMGSCALE: PAGE: MS BULDERSPOA:17-02 VPCVERsm2017.2b 23 VPCFLENAME: 1]-0285T501 1/152018 15:10A5 a"Mon,1BkmScope BdK%Am dmkc. F - FEET G - GAGE CX••• = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX••• - COLUMN (GAGE) E = EIGHTHS C = RN/COLOR WCX... = COLUMN (HOTROLL) PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D RBX... = RAFTER(PLATE) • F F I I E G G 0 C O C SGX••• - RAFTER (GAGE) LENGTH CODE WRXt1"' v RAFTER (HOTROLL) TRX-1 = TRUSS RAFTER INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V ICX••• - INTERIOR CDWMN •• F F F I I I I I I E C C PCX— = PIPE COLUMN LENGTH WIDTH THK CODE TCX*'• = TUBE COLUMN SECONDARY (STANDARD) O B Z 1 9 1 1 4 1 7 - - - -- EPX••• = ENDPOST (PLATE) • F F I I E G G • • • • EGX••• - ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUST.CODES SHAPE CBX••• = CANOPY (PLATE) SECONDARY (SPECIAL) CBX••• = PIGGYBACK CANOPY 0 0 1 0 6 Z 1 9 1 1 4 1 7 - - - DCC��* = 8 1 /2" GAGE POST • • • • • • F F 1 1 ECG • • DCE••• = 10" GAGE POST CDUNTEROEPTHk LENGTH GAGE ADJUST.cooES SHAPE BOTH ENDS ROD BRACING RS - THREADS 0 3 R S 2 5 1 0 I E• F F I I RT - THREADS ONE END - CLEMS ONE END RU = CLEVIS BOTH DIA LENGTH RP = THREAD ENDS BOTH ENDS - NO HILLSIDES MARK NUMBER KEY EN50B1 COMMON GENERATED MARK NUMBERS SEE DRAWINGS P-103223 AND P-104714 FOR GUTTER INSTALLATION GUTTER SUPPORT GUTTER SUPPORT (630000)� SELF -DRILLING TAB (GST) SCREW (097295) PANEL STRAP (5fi0004) 2 3/4" SCRUBOLT (097264.) AT CORR. CLOSURE CLOSURE (560348) MR-24 ROOF 1 1/4" SCRUBOLT - EAVE CLOSURE (097104) (CLE1A) 12'-0" COVERAGE USE 1" LAP AT BACK-UP STRAP SPLICE X 3/4•^ I I LEAVE STRUT NOTE: BUTLERIB II PANED SIDEWALL WHEN USING 6" WALL INSULATION INSTALL 1/4" X 3�4" T-30 SOS 097364) AT 1'-0 O.C. COLOR SUFFIX REQUIRED) SLOPE RANGE 1 4:12 - 4:12 n. wnlvwn° R!v.— I GUTTER WTH WTHR. SEAL WITH MR-24 ROOF MV235 BRIIWALL PANEL WITHOUT WALL CLSR INSULATION NOTE: FIELD CUT THE GABLE EDGE OF THE STARTER ROLL OF INSULATION BY THE SAME "FIELD CUT" DIMENSION AS SHOWN IN THE CHART BELOW FOR THE PROJECT SPECIFIC VARIABLE WIDTH PANEL SALVAGE EXCESS INSULATION FOR TRAILING END OF BUILDING AS NEEDED. " VARIABLE WIDTH PANEL CHAR PANEL WIDTH FIELD CUT 9" 15" 12" 12" 15" 9" 18" 6' 21" 3" SEE DETAILS RS8023 AND RCB367 FOR INSTALLATION AND PLACEMENT OF INSULATION BRIDGE SYSTEM RA6001 4_ VPC FLENAME: 17-02,76-01 ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: ENB003 BUTLERIB II ROOF AND WALL SYSTEM INSTALLATION GUIDE BUTLERRIB II ROOF AND WALL SYSTEM FOAM CLOSURE --12-14 X 1 1/4" TORX S.D.S. (026649) (097365) AT 6" O.C. DRIP GUTTER (OG12)-12'-O" COVERAGE �. HEADER CHANNEL REFER TO DWG. P-1134219 FOR ADDITIONAL INFORMATION ON INSTALLATION OF THE DRIP GUTTER. NV537 HEADER DETAIL - BUTLERIB ENDWALL00'9 5" SHIP LOOSE ZEE (FIELD LOCATE) MR-24 CUP GABLE TRIM MR-24 ROOF PANEL grwD 1.7 WALLL ADAPTER ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: EN6004 JAMB BUTLERIB WALL PA / WALL PANEL J #12 X 1-1/4' TORX SDS (097365) 2'-0" O.C. MR-24 ROOF SYSTEM INSTALLATION GUIDE amok ! STRUCTURAL LINE ATTACH BASE TRIM WITH PANEL TO STRUCTURI FASTENERS 24" O.C. (LOCATE FASTENERS AT I PANEL CORR.) SHIFT BASE ANGLE OR BASE BUTLERIB II T-+7 BASE GIRT HOLES 1-1/2" OFF MODULE PANEL I WTH UNPUNCHED PANELS \�I ATTACH PANEL WITH PANEL TO STRUCTURAL II NE FASTERS 6" O.C. (LOCATE 3" FROM PANEL (OPTIONAL) I I CORRUGATION) FOAM CLOSURE I I APPLY SEALANT (025392) CONTINUOUSLY (026649) I MASONRY ANCHOR (NOT BY B.M.C.) 5/8" LAP �/j Lvr FLOOR LINE r- BASE TRIM (BT12A) �•�•r� a ,•-1 I '. 9 (OPTIONAL) BASE GIRT 0"2" BASE ANGLE (BA225) 2" (MAX.) (OPTIONAL) 2-1/4" OR 4" NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL LINE & BASE TRIM MR-24 ROOF SYSTEM BUTLERIB II - BASE TRIM INSTALLATION GV383 LAPPED & NOTCHED FOUNDATION AT FLOOR LINE F = FEET G = GAGE I = INCHES 00 = OPERATION E = EIGHTHS C = FIN/COLOR BRII WALL PANEL MARK NO.:BWPFFI IEGG00CCC LENGTH CODE 36" COVERAGE JAMB FLASHING (DSF12) 2' CO RAGE 1 FIELD CUT PANEL \ AS REQUIRED FOR \\\ PANEL OPENING APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. p.T�mnyp �.wm NV539 JAMB DETAIL - BUTLERIB INSULATION NOTE: SEE DETAIL RAB001 FACED INSULATION FOR STARTER ENDWALL INSTALLED OVER INSULATION NOTE I RAKE CHANNEL TO PROVIDE UED VAPOR BARRIER INSULATION BLANKET. BRIDGE -\ INSULATION RAKE GABL M I -INSULATION BRIDGE CHANNEL THIN HEAD BOLT (098636) (IBRC_) WITH NUT (095032) AT — SOFFIT I EACH STRUCTURAL _ I ATTACH FACED TRIM (ST10_) _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDING Z-PURLIN (TRUSS AND '— — — — — — INSULATION WITH DOUBLE FACED (BY OTHER) SOFFIT fi" TOP OF TAPE (OPTIONAL) BAR JOIST SIMILAR) BUILDING VAPOR BARRIER ALWAYS PROVIDE ZEE WHEN CLEAR OF PURLIN NOTES: OTHER STRUCTURALS FACED 1. INSULATION NOT SHOWN FOR CLARITY. 2 SEE DRAWING P 081167 FOR BLANKET I INSULATION WALL PANEL I INRMATION. 3. SEE CORRESPONDING ROOF TO TRIM DETAILS FOR PARTS AND CONNECTIONS. 4. VIEWED FROM LEFT FRONT ENDWALL,RITRDGE TOFOEAVE. - -INSULATION-STAR-TER-ROIL-L_NOZ rav, mm"/nns — woo FNDWAL-LENIGTH-FxTFN$LO - ray. oATempin7 rev. wci _ -ENDWALL-RAKE=INSULAII(1N EL AT ENNDWALL WITH VARIABLE WIDTH MR-24 PANEL RC6362 -START END OF INSULATION -BRIDGE ATTACHMENT RCB367 _ FOR INSULATION BRIDGE THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER .BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. �SURFAff T1P.� 12"1 9n/P32— EXTERIOR 1 1/2" 2 1 T1P:: _ I BUTLERIB II WALL PANEL VCI WALL PANEL MARK NO.: VCI F F 1 1 E G G 0 C C C LENGTH CODE 36" COVERAGE SMOOTH 112EXTERIOR P 1 9/32'�— SURFACE 1 1/2" T1P. (LT. GRAY) INSIDE COLOR 2 7/C 1 VARIES TYP.. VCI WALL PANEL NV663 BUTLERIB II WALL AND VCI WALL PANELS .-.__..._ __DRANRNG PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET. I KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE: I BN I DESCRPTM- DRAWNGSCALE: NITS 1115 18 SEDSh.1 15:1050 SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION AND RIVET COLOR PART MARK INFORMATION ROOF PANEL 1� I UTTER OUTLET I GUTTER (008738) �IBUND WALLPANEL (4CE45) W RIVET (TYP.) CONDUCTOR PIPE (CP410) CONDUCTOR STRAP PCS) (TO BE FIELD RM D) (TYP.)— (4 ELBOW (4CE75) -r I— KV846 w a a O U 7 O U FLOOR LINE n 4 INCH DOWNSPOUT AT WALL BUTLERIB II AND SHADOWALL F = FEET G = GAGE I = INCHES 00 = OPERATION E = EIGHTHS C = RN/COLOR MR-24 ROOF PANEL MARK NO.: MR24 F F I I E G G 00 C C C LENGTH CODE 24" COVERAGE 2 3/8" 2 3/8" SMOCTH EXTERIOR SURFACE 3 3/16" FACTORY MR-24 ROOF PANEL APPLIED SEALANT ---- MR-24 STANDING SEAM ROOF PANEL .° No. 68474 � m m -0'°° STATE OF L0R10 s4,r ee COVERING & TRIM SED'S BUILDER: Richard K. Davis Construction Corp. cusTOAER American Concrete Industries, Inc. LOCATION: Fort Pierce, Florida PROJECT. AMERICAN CONCRETE INDUSTRIES BULDERS POY: 17-C2 1540 GENESSEE ST. KANSAS CITY, MO 64102 FLORIDA, PE * 68474 17-028576-01 Butler Manufacturing PAGE: VPC VERSm 2017.2L1 25 adMslon°fBWSmpe BdNMsN°MAm dm.Ic. ENDWALL s OR LENGTH EXT. TAB END IS STAR END r TRIM I IF NEEDED, FIELD CUT BRIDGE EXCESS MAYBE INSTALLED AT TRAIL END OF BUILDING INSULATION NOTE: SEE DETAIL RAB001 FOR STARTER FIELD INSULATION NOTE SEE C VARIABLE WIDTH PANEL CHART PANEL WIDTH FIELD CUT I BRIDGE LENGTH I ZEE FIELD ZEE 91, 15" 33 3 8" REMOVE NA 12" 12" 36 3 8" REMOVE REQUIRED 15" 9" 39 3 8" KEEP NA 18" 6" 42 3 8" KEEP REQUIRED 21" 3" 45 3 8" KEEP REQUIRED RAKE CHANNEL AT ENDWALL START END RS B�f WITH VARIABLE WIDTH PANEL - INSULATION BRIDGE WALL PANEL w VPC FLENAME: 17-0 85T601 ---7PANEL TO PANEL FASTENER (097364) 2'-6' O.C. FIELD DRILL HOLES a7/ WALL PANEL CORNER TRIM (BRCT12) 12'-0" LONG FIELD CUT OR LAP AS REQUIRED OUTSIDE CORNER TRIM BUTLERIB II WALL VARIABLE PANEL TRIM -CUP (560093) ENDWALL (SEE CHART) MR-24 CLIP REMOVE ZEE LOOSE ZEE IF . INTERFERES FIEL PANEL TO STRUCTURAL�SHIP FASTENER (SEE SCHEDULE) FIELD LOCATE)MR-24 ROOF 5" SHIP LOOSE ZEEOT END NOTE: FOR ATTACHMENT TO k06R6" PANEL (FIELD LOCATE) TRAIL GABLE ANGLE OR EDGE D STRUCTURAL, SEE APPROPRIATE ENDWALL PANEL DRAWING INSULATION BRIDGE INSULATION CABLE 2'-6" SDS (097364) ZEE BRIDGE TRIM SIDE LAP PANEL TO NOTE: PANEL FASTENER I WALL (SEE DETAIL WCB038) SEE DETAIL RSBO16 FOR THIN HEAD BOLT (096636) ADAPTER FOR MORE INFORMATION WITH NUT (095032) AT — — — — — — — — — — BUILDING Z-PURLIN EACH STRUCTURAL RAKE (TRUSS AND _ BRIDGE LENGTH BAR JOIST SIMILAR)— — — — — — i (BRCN) L g ALWAYS PROVIDE ZEE WHEN CLEAR OF 6" WALL OTHER STRUCTURALS PANEL NOTES: 1. INSULATION NOT SHOWN FOR CLARITY. 2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION. 3. SEE CORRESPONDING ROOF TO TRIM DETAILS FOR PARTS AND CONNECTIONS. 4. VIEWED FROM RIGHT REAR ENDWALL RIDGE TO EAVE. CV. pAIf'01n°n. 16Y. N'°° RAKE CHANNEL AT ENDWALL TRAIL END RSB025 INSULATION BRIDGE ATTACHMENT 'ROOF LINE' IS THE BOTTDM SURFACE OF ROOF PANELS. EAVE HEIGHT = FLOOR UNE TO TOP OF PURUN/GABLE ANGLE. STANDARD BASE ADJUSTMENT: ADO 5/B' FCR NOTCHED OR LAPPED BASE CONDITION. DEDUCT 1/a' FOR FLUSH BASE CONDITION. (SEE OWG P-081513) SAVE HEIGHT ADJUSTMENT 0' FOR MR-24 ROOF WITH OUT THERMAL BLOCKS 6 1/4' FOR INSULATION BRIDGE (TOP OF RAKE CHANNEL) 12 TOP OF ROOF UNE X CABLE ANGLE/ROOF UNE L 01 � PANEL RISE R�PANEL s CONTOUR GABLE TRIM a S-0" PANEL WIOTH NOTE PANEL RISE = SLOPE X 35" TYPICAL 12 PANEL LENGTH - EAVE HEIGHT - DIM. 'A' t BASE CONIC. AD L + AVE HEIGHT ADJIISTMEN .n FOR PANEL LENGTHS WITH ROOF SLOPE DIM. CMR-24 ROOF USE: X12 "A' EAVE HEIGHT - DIM. 'A' +/- BASE CONDITION 0.01:12 THRU 0.99:12 1115' + 00 INSL THK. + .8125' (UNER PNL + 0.257 1 00:12 1' OF ROOF SLOPE) NOTE ON STANDARD RODE SLOPES (1/4. 172 ANO 7:721 AT LEAST ONE PINCHED PANEL HOLLEE PER PANEL WILL ALIGN WITH A HOLE IN THE CABLE ANGLE. OTHER SLOPES P (NON-STANDARD) VALL fiEWlliE FIELD DRIWNG FOR PANEL CONNECTION i0 GABLE ANGLE, .A,<,.n.n+ —N BUTLERIB II ENDWALL STARTER PANEL WCB043 SQUARE CUT FOR SLOPES TO 1: 12 SAVE STRUT OR EAVE MEMBER - GIRT BASE ANGLE (SHOWN) (SEE SPECIFIC DETAIL FOR REQUIRED) BASE TRIM (SHOWN) (SEE SPECIFIC DETAIL FOR REQUIRED) ON LOCATION FASTENER DESCRIPTION O' 1/2' 2' r f PUNCHED JNPUNCHED MAXIMUM INRRADON DENS" CTUR AND PART NUMBER STRUCIUR N.A. IM # 0n / 0.5 1 a.c PANEL ? Ir SOTUBOL TORX SB 0 7MI X X X % TO 1 BOLT T- TO "s Og)].2 IIDNn.m'IRW NW°oM, _ "BUTLERIB II WALL ^PANEL INSTALLATION PANEL TO STRUCTURAL FASTENER OPTIONS WC8036 PANEL LOCATION ROOF SYSTEM WALL PANEL OPERATION CODES (BWP) PUNCHED (BWU) UNPUNCHED ENDWALL ALL ROOFS 1/4122 AND 37 1 .12 ALL SLOPES (SD) 35 1:12 38 2:12 78 4:12 34 OTHER SLOPES 37 ENDWALL HEADER ALL ROOFS 1/4:1 12122 AND 36 ALL SLOPES (SQ) 35 1:12 40 2'. 2 77 TO (MT) BE - TO (MT) EE 2.99 2.99 LOW/HIGH BR II 3:12 3:12 SIDEWALL TD (MT) AA TO (MT) FF 4:12 4:12 MR-24 MR-24 (SQ) 37 (SD) 35 1/4:12 1/4.12 TO (MT) DO (MT) BE LOW/HIGH BR II 2 9 2 99 3:12 TO (MT) CC 3:12 TO (MT) FF HEADER EADERSIDEWAL H 4:12 4:12 OM4 R- MR-24 ALL SLOPES (SQ) 36 ALL SLOPES ( ) Sq 35 =..n.nT �am BUTLERIB II WALL PANEL SCHEDULE WCB044 ENDWALL AND SIDEWALL PANELS (SQUARED/MITER THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. P05T OR STRUCTURAL FACED INSULA WALL PANEL FIELD REMOVE INSULATION AT POST OR STRUCTURAL (SEE NOTE) NOTE: IMPORTANT APPEARANCE ITEM FIELD TRIM INSULATION SO THAT THERE IS A MAXIMUM OF 3" THICKNESS BETWEEN STRUCTURALS AND PANEL CORRUGATIONS. WHEN TRIMMING THE INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER. ¢:wnen7 n°W 3 1/2" AND 4" INSULATION FOR BRII WALL WCB037 d AT ENDWALL POST OR STRUCTURAL '4 TOP OF Z-PURUN GABLE ANGLE n — GABLE TRIM D GABLE ANGLE u "'� L+ATTACHHM'PANEL m z = B g PANEL LENGTH = EAVE HEIGHT BASE COND. ADJUSTMENT - 3/8' ' 1, •FOR SELF -DRILLING SCREWS, INSTALL --PUNCHED PANEL eirenlucNT 1/2° DOWN TO CLEAR STRUCNRAL HOLES IN E.S, GIRT AND BASE ANGLE rFLOOR �I�✓S/ LINE NOTES: SEE NOTES: 1. ADD 5/8" WHEN PANEL IS LAPPED BELOW FLOOR 1 AND 2 LINE FOR NOTCHED AND LAPPED BASE CONDITIONS 2 DEDUCT 1/B" WHEN PANEL BASE CONDITION IS FLASH WITH TOP OF WALL (SEE DWG. P-081513) 3. IF NO ROOF INSULATION IS USED, FOAM TAPE (560753) MUST BE APPLIED TO ALL ROOF STRUCTURALS. (SEE DRAWING P-081449) N°00 BRIT SQ CUT SW PANEL WITH MR-24 ROOF (7 1/4: 12 TO 1.99:12 SLOPES - NO THERMAL BLOCK DRAWING PREPARED BY: BUTLER MANUFACTURING, A DIVISION OF I BLUESCOPE BULDINGS NORTH AMERICA 1540 GENNESSEE STREET KANSAS CITY, MO 64102 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 30427 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV: DATE: BY: DESCRPTIW DRAWNGSCALE: NTS 1/152010 SEDSNsei 15.1052 CAPILLARY I (SEE NOTE) PANEL TO PANEL FASTENER (09736 NOTE: AS YOU FACE THE BUILDING FROM THE OUTSIDE, THE CORRUGATION WITH THE CAPILLARY BREAK IS ON THE RIGHT HAND EDGE OF THE PANEL AND THE PANELING MUST BE INSTALLED FROM LEFT TO RIGHT . °ATLw/NM ICV. LAIN WCB033 SIDELAP FOR BUTLERIB II WALL PANEL TRIM CLIP 5" SHIP LOOSE ZEE ENDWALL (560093)/(IIELD LOCATE) TAB END MR-24 CUP l\ - GABLE TRIMS FtinTARTMR-24 ROOF PANEL � ram—N im ADAPTER \ \ I � INSULATION 13RIOGE \` THIN HEAD BOLT (096636) RAKE WITH NUT (095032) AT CHANNEL EACH STRUCTURAL (IBRC-) —------------ BUILDING Z-PURLIN WALL 6" (TRUSS AND PANEL BAR JOIST SIMILAR) ALWAYS PROVIDE ZEE WHEN CLEAR OF NOTES: OTHER STRUCTURALS 1. INSULATION NOT SHOWN FOR CLARITY. 2. SEE DRAWING P-081167 FOR GABLE TRIM INFORMATION. 3. SEE CORRESPONDING ROOF TO TRIM DETAILS FOR PARTS AND CONNECTIONS. 4. VIEWED FROM LEFT FRONT ENDWALL RIDGE TO EAVE. pATzm71.. RAKE CHANNEL AT ENDWALL RSB/I01IR2L .° 6 START END OF INSULATION BRIDGE ATTACHMENT No.68474Ru s�® STATE OF01 �y • �N 1540 GENESSEE ST. KANSAS CITY,1610 04102 FLORIDA. PE # 68474 PERM1rSET- For COVERING & TRIM SEUS BULDER Richard K. Davis Construction Corp. cusTOMER American Concrete industries, Inc. LOCATION: Fort Pierce, Florida PROIECE AMERICAN CONCRETE INDUSTRIES BUILDERS PO#: 17-02 U 17-028576-01 Butler Manufacturing PAGCE:GB / VPC VERSION: 2017.2t1 26 adNsionofBW mpe BUMings NoMAm dri Yc. : RAIL BY BMC) AND (RACE ANGLE BACK —TO —BALK) - I CRANE COLUMN ?� IrCOLUM MNN' LL - ! . 1t (4 $3q X i"1%2 >py?T+ + USE> 4 3j4 >t-2 1%s Ais= USE. B`,) 3/4 K 2 1`:2 A'J257 ry ;', StA.ti1.DDli_{0J7784)::$ U5L:?C.T %2 -8 75i ttSjS} Si4; k;2 I/� .A]7ST fit'=S H BOLT, (O�j28C)j:.Gd CfWJC J ;4�•NEAYf IlC1G NUf.(U952]S). C 804t`(09?284)'•11 111:57Rt!! TM 801 04 1 . J REIX,riI B<1LT•(04728i _ t' 34 •,HEAW HEx` NUf (095135 COWMN j ' " y/.{• E♦EAw NEx ►iut (Dssas� j '.i C„LLIM)! 3/1+`$i%YL ftE%r':1 I`145LS5) 3f4•`}NE�Nf':RiX'.Nlll (P35, j5) DETAIL CR2 HORIZONTAL CRANE STOP CONNECTION DETAIL CR3 END CRANE BEAM TO CRANE COLUMN CONNECTION DETAIL cm:INTERN CRANE BEAM TO CRANE COLUMN CONNECTION DETAIL CR5 BRACE ANGLE To CRANE COLUMN CONNECTION DETAIL CR6 BRACE ANGLE TO BRACE ANGLE CENTER CONNECTION _SPACER PLATE " (CF4573) `t BRACE ANGLE (BACK—TO—BACK) :USEt f y/4 R �,1/2 AT St FR-si BOLT' (b422a) A` DETAIL CR7 BRACE ANCL£ TO BRACE ANGLE INTERM. CONNECTION CRANE BRACING _AT GRIDS-A__AND D W 1Ox26 • THE BUTLER MFG. ENGINEER'S SEAL APPLIES • ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, ' SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPCFLENAME: 171285 W T - Eff, , L CUPY c l ` a��r rtio�o s 0 •ENS • 6��i�i veep: �• •.��: No.68474 ;• •% STATE OF I\ 0RIVee0 -...-------_.DRAWING PREPARED BY;--______ BUTLER MANUFACTURING, A DIVISION OF� ` `• BLUESCOPE BUILDINGS NORTH AMERICA 1540 GENNESSEE STREET JEFFREY 1. FISHER KANSAS CITY. MO 64102 1840 4ENESSEE S'T. FLORIDA CERTIFICATE OF AUTHORIZATION KANSAS CITY• IMO 04102. NUMBER 30427 FLORIDA, PE # 48474 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 BY: I DESCRPTCU DRAWNGSCALE: MS 1/152018 SEDS5 l 15:1052 PERMIT SET For Building Dept. Approval Crane Details BULDER Richard K. Davis Construction Corp. BUTLER Butler Manufacturing vvcvERSL>H: 2017.2b JOB ° 17-028576-01 cusTCMER American Concrete Industries, Inc. DATE: 1/11/2018 LOCATION Fort Pierce, Florida PROJEcT: AMERICAN CONCRETE INDUSTRIES ORAWWCHECK: CGB / BULDERS P09: 17-02 PAGE: 27 a GNsionsl BA Sm BukftsNOMAm dtl Y .