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Home My WebLink AboutREACTION REPORTBUTLER Shape: Manufacturing Shop Builder Contact: Doug Davis Name: Richard K. Davis Construction Corp. Address: 4205 Metzger Rd City, State Zip: Fort Pierce, Florida 34947 Country: United States Loads and Codes - Shape: Manufacturing Shop Reactions Report Project: Seacoast Curbs Builder PO N: Jobsite: 2601 Industrial Avenue 3 City, State Zip: Fort Pierce, Florida 34945 County, Country: Saint Lucie, United States Date: 8/ 11 /2017 Time: 12:13 PM Page: I of 28 City: Fort Pierce County: Saint Lucie State: Florida Country: United States Building Code: Florida Building Code-2014 Edition Structural: IOAISC-ASD Rainfall: 1: 0. 10 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD rc: 3000.00 psi Concrete Building Risk/Occupancy Category: If (Standard Occupancy Structure) Dead and Collateral Loads Collateral Gmviry:5.00 psf Roof Covering + Second. Dead Load: 2.34 psf Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf Wind Load Snow Load Wind Speed: Volt: 160.00 (Vasd: 123.94) mph Ground Snow Load: pg: 0.00 psf The'Envelope Procedure is Used Flat Roof Snow:, pC 0.00 psf Wind Exposure: C - Kz: 0.882 Design Snow (Sloped): ps: 0.00 psf Pans Wind Exposure Factor: 0,882 Rain Surcharge: 0,00 Wind Enclosure: Enclosed Exposure Factor:2 Partially Exposed -Ce: 1.00 Topographic Factor: Kzl: 1.0000 Snow Importance: Is: 1.000 Thermal Factor: Heated - Cb 100 NOT Windbome Debris Region Ground / Roof Conversion: 0.70 Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 14/4/13 Parts / Ponions Zane Strip Width: a: 7/216 Basic Wind Pressure: q: 49.14 psf SCANNED BY St. Lucie County Load Type Descriptions D Material Dead Weight C CG Collateral Load for Gravity Cases CU L Roof Live Load ASLA AASL Alternate Span Live Load, Shifted Left PL2 L> Live -Notional Right <L S Snow Load USI- •USI_ _ Unbalanced Snow Load I, Shifted Left US20 •US2 _ _ Unbalanced Snow Load 2, Shifted Left SD SS Sliding Snow Load RS PFI Partial Load, Full, I Span PHI PF2 Partial Load. Full, 2 Spans PH2 S> Snow -Notional Right <S SMS Specified Min. Roof Snow SMS> Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 5.60 %g Mapped MCE Acceleration: S I: 2.90 %g Site Class: Stiff soil (D) Seismic Importance: le: 1.000 Design Acceleration Parameter: Sits: 0.0597 Design Acceleration Parameter: Sit I: 0.0464 Seismic Design Category: A Seismic Snow Load: 0.00 psf Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: I8/0/0 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: Ta: 0.2827 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: 0.1748 R-Factor: 3.00 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.0100 x W Collateral Load Collateral Load for Wind Cases Alternate Span Live Load, Shifted Right Partial Live, Full, 2 Spans Live- Notional Left Unbalanced Snow Load 1, Shifted Right Unbalanced Snow Load 2, Shifted Right Snow Drift Load Rain Surcharge Load Partial Load, Half, I Span Partial Load, Half, 2 Spans Snow - Notional Left Specified Min. Roof Snow -Notional Right Butler Advantage: 2.9.2.5 Butler Manufacturing, a division of BlueScope Buildings North America, Inc. BUTLER 17-029856 - Letter of Certification Date: 2/22/2018 Page: I of 2 Contact: Doug Davis Project: Seacoast Curbs V1 V$J Name: Richard K. Davis Construction Corp. Builder PO #: f J eY Q Address: 4205 Metzger Rd Jobsite: 2601 Industrial Avenue 3' JJ!`%.e C U0 fi- City, State: Fort Pierce, Florida 34947 City, Stale: Fort Pierce. Florida 34945 nY Country: United States SCANNED County, Country: Saint Lucie, United States This is to certify that the above referenced project has been ycSentiyned in accordance with the applicable portions of the Building Code specified below. All loading and building design criteria shown b fv �-UUfC Speciclunp contract and applied in accordance with the building code. fied Overall Build"1 Desert tion tl 1, (51 Shape Overall Width Overall Length Floor Area (s . ft.) Wall Area (sq.I'L Roof Area (sq. ft.) Max Eave Height Min. Eav0 Height2 Max. Roof Pitch Mint Roof I Pitch Peak Height Manufacturing Shop 13010/0 230/010 1 29900 1 13312 30109 1910/0 1810/0 0.500:12 1 0.500:12 7018/8 Total For All ShapesShapesl 29900 1 t3312 1 30109 Loads and Codes - Shape: Manufacturing Shop City: Fort Pierce County: Saint Lucie State: Florida Country: United States Building Code: 6th Edition (2017) Florida Building Code Structural: I OAISC - ASD Rainfall: 1: 11.00 inches per hour Based on Building Code: 2015 International Building Code Cold Form: 12AISI - ASD fc: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Dead and Collateral Loads Collateral Gravity:5.00 psf Roof Covering+ Second. Dead Load: Varies Collateral Uplift: 0.00 psf Frame Weight (for seismic):2.50 psf Wind Load Snow Load Wind Speed: Volt: 160.00 (Vasd: 123.94) mph Ground Snow Load: pg: 0.00 psf The'All Heights' Method is Used Wind Exposure: C - Kz: 0.882 Parts Wind Exposure Factor: 0.882 Wind Enclosure: Enclosed Topographic Factor. KzC 1.0000 Hurricane Prone Region Windborne Debris Region Impact Resistant Covering Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: I8/0/0 Parts / Portions Zone Strip Width: a: 7/2/6 Basic Wind Pressure: if 49.14 psf JUN 01 P';3 ST, Lucie County, per nitting Flat Roof Snow: pC 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 Load Notes Collateral Load Note; 1. Collateral load is intended for uniformly distributed loads. 2. Collateral load does not cover heavy point loads. 3. If point loads exceeding 250lbs are applied to the structure a BMC review will be required. Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 5.60 %g Mapped MCE Acceleration: SI: 2.90 %g Site Class: Stiff soil (D) Seismic Importance: le: 1.000 Design Acceleration Parameter: Sds: 0.0597 Design Acceleration Parameter: Sd 1: 0.0000 Seismic Design Category:. A Seismic Snow Load: 0.00 psf %Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: I M/0 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: To: 0.0000 R-Factor: 3.00 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.0199 x W - USR Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: Ta: 0.0000 R-Factor: 3.00 Overstrength Factor; Omega: 2.50 - Deflection Amplification Factor:Cd: 3.00 Base Shear: V: 0.0199 x W - USR File: 17-029856-01 Version: 2017.2c Butler Manufacturing, a division of BlueScope Buildings North America, Inc. surLER Date: 2/22/2018 adnermanH„.ta, 17-029856 - Letter of Certification Page: 2 of 2 Building design loads and governing building code is provided by the Builder and is not validated by Butler Manufacturing, a division of BlueScope Buildings North America, Inc. The Builder is responsible for contacting the local Building Official or project Design Professional to obtain all code and loading information for this specific building site. The design of this building is in accordance with Butler Manufacturing, a division of BlueScope Buildings North America, Inc. design practices which have been established based upon pertinent procedures and recommendations of the Standards listed in the Building Code or later editions. This certification DOES NOT apply to the design of the foundation or other on -site structures or components not supplied by Butler Manufacturing, a division of BlueScope Buildings North America, Inc., nor does it apply to unauthorized modifications to building components. Furthermore, it is understood that certification is based upon the premise that all components will be erected orconstructed in strict compliance with pertinent documents for this project. Butler Manufacturing, a division of BlueScope Buildings North America, Inc. DOES NOT provide general review of erection during or after building construction unless specifically agreed to in the contract documents. The undersigned engineer in responsible charge certifies that this building has been designed in accordance with the contract documents as indicated in this letter. Bobby Locklear Date: 2/26/2018 Engineer's Seed: Engineer in responsible charge t11111111 LQCKI y No.68504 it 9 • �'PO $TAT£ Olr W OR:D* nit1��• Bobby kk�qr P.Q. Box 1529 Laurin". N.C. mw Floe PE, / 68504 Bobby H. Locgear, PE o.b'. 1, a been electrbnlaly 15ce4 ane sealed by Bobby H. LaMleeS PEwing m C,brl 5rynaNre w FE mal a?nM. when 11.q dcrurrert'n bmted. Ne s1mbre m be verified Mb Re eieobcn cc" 2 0+e-03 ie CB'.Z] ]a [Sca File: 17-029856-01 Version: 2017.2c Butler Manufacturing, a division of BlueScope Buildings North America, Inc. SCANNED BY St. Lucie Countv BUTLER Change Order Acknowledgement Date: 04/02/2018 Builder Contact : DOUG DAVIS Builder P.O. Bill To: RICHARD K. DAVIS CONSTRUCTION CORP. Ship To: RICHARD K. DAVIS CONSTRUCTION CORP. PO BOX 186 2601 INDUSTRIAL AVENUE 3 FORT PIERCE, FL 34954-0186 FORT PIERCE, FL 34945 us US Project Name Order# OE # Customer# Project Manager Requested By Department SEACOAST CURBS 17-029856-01 17-029856-01 200911101 BENADEAU Book Date: 03/1212018 Building Dimensions Change Description Order Creation Number Date Description 17-029856-01 04/02/2018 CHANGES AFTER CLARIFICATION - 04/02/18 Changes: Add - 3 Sets Final Erection Drawings - S&S Cover page only. WET STAMP hard copy - B Size drawings. (See your pricing detail report for itemized pricing breakdowns) ORIGINAL NET PRICE: $ 227,790.99 REV.INETPRICE: $226,066.27 REV. 2 NET PRICE: $ 226,816.27 5"- Please review the changes described above and contact your Project Manager for additional information if needed. Sign below to indicate your acceptance of the changes proposed that are subject to the same terms and conditions as the original purchase order. Please return this signed Change Order to your Project Manager within two days. �" QaAF%';> 4 2 I a Builder Co tact Date 01/25/2018 CHANGES AFTER CLARIFICATION-01/25/18 Changes: IBC Building Code from IBC12 to EBC15 VSR II - canopy - removed thermal blocks, Color = Cool Emerald Green, Changed Dim's of Canopy Ridge assemby type from expandable to low profile Omitted base angle Gable, Eave and Gutter = Cool Emerald Green Downspout = Cool Country Wheat Add - perpendicular transition to masonry for window awning locations Revised louver size and locations Page 1 of 2 Butler Manufacturing, a division of BlueScope Buildings North America, Inc. w sure.eFr Change Order Acknowledgement Change Description Order Creation Number Date Description 01/25/2018 (See your pricing detail report for itemized pricing breakdowns) ORIGINAL NET PRICE: $ 227,790.99 REV. 1 NET PRICE: $ 226,066.27 AMOUNT OF CHANGE: ($1,724.72) Order Summary Page Order Number Total Amount 17-029856-01 $226,066 17-029856-05 $750 18-023341-01 $2,315 Total Project billing after Discounts excluding tax and may exclude freight' $229,132 Refer to current pricing for Guaranteed Freight that may be included in your billing amount. Any Questions Regarding This Order — Please Contact Your Regional Project Manager '""End Of Report"' Page 2 of 2 Butler Manufacturing, a division of BlueScope Buildings North America, Inc.