The Hickman County Finance Office will be accepting bids for a Metal Equipment Storage Building. All bidders must have a TN business license, carry a 1 million liability insurance and worker compensation insurance and must attach copies of certificates to bid. Bidders must also meet all Local, State, and Federal laws regarding working on school properties as outlined in TCA 49-5-406. All bidders will be required to submit a conflict of interest disclosure form that can be obtained at www.hickmank12.org/request-for-proposal Specifications can be found at: www.hickmank12.org/request-for-proposal or contact the Building Maintenance Office at 931-729-3391 Ext. 3. All sealed bids must be mailed or hand delivered to the Hickman County Finance Office, 114 North Central Ave, Suite 203, Centerville TN 37033 and clearly marked on the outside of the mailing envelope "Metal Equipment Storage Building". Sealed bids will be opened on Wednesday, June 2, 2021 at 10:00 a.m. in the Finance Office. The Hickman County Board of Ed reserves the right to accept, or reject, any and all bids or parts of bids, and to waive any informalities that would prevent its acceptance of a better bid. Present Pemny Mayberry CardiDan Conder Construction 85000.00 Quinn Construction 117,700.00 Conder Construction Greg Conder Licensed Contractor Residential & Commercial License #41362 3225 Carolina Avenue Centerville, Tennessee 37033 931-209-6918 BID for Metal Equipment Storage Building Hickman County Schools 115 Murphree Avenue Centerville, Tennessee 37033 June 1, 2021 Description of Work 60 X 40 X 18 red iron building with 24 gauge metal 5 inch concrete slab 4 - 12 X 12 side garage doors 1 steel 3070 side entry, no glass, no windows On slab with red iron and 3 foot lead in poured aprons at each door 3 inch R+W insulation in the roof structure Grade work included Commercial gutters Total BID Price: $85,000.00 *BID price subject to change with rising cost of material May Comb 2282 Old Decaturville Road P.O. Box 220 QUINN Parsons, TN 38363 C Phone: 731-847-6313 CONSTRUCTION Cell: 731-549-4796 Fax: 731-847-6315 CORPORATION E-mail: minuteman3@tds.net June 2, 2021 Quinn CC Project Number: 21127 Hickman County Schools 115 Murphree Avenue Centerville, TN 37033 RE: Proposal for 40' X 60' X 18' (Top of Ridge) Storage Building We propose to furnish labor, equipment, and materials to construct a 2,400 SF storage building per the attached (owner furnished) building specifications and the following general description: 01 General Requirements Travel to Job Site Job-Site Supervision Temporary Toilet Final Cleaning of Facility Before Move-In Weekly Clean-Up of Construction Debris Temporary Electrical for Construction Purposes Temporary Water for Construction Purposes Builders Risk Insurance by Owner Building Permit by Owner (If Required) Quinn Construction Corp. - General Liability and Workers Compensation Insurance Included (See Attached Sample Certificate for Included Limits - Additional Coverage Can be Provided Upon Request at An Additional Charge) Quinn Construction Corp. - Equipment Floater Coverage with Maximum Item Limit of $150,000.00 Included in Proposal Amount Quinn Construction Corp. - Environmental/Pollution Coverage with a Limit of $1,000,000.00 Included in Proposal AmountQuinn Construction Corp. - Commercial Builder's Risk/Installation Coverage with Location Limit of $200,000.00, Transit Limit of $200,000.00, and Maximum Paid for Any One (1) Loss/Occurrence of $200,000.00 Included in Proposal Amount Page 2 of 4 6-1-21 01 General Requirements Continued Quinn Construction Corp. - Automobile Liability Coverage with Limit of $1,000,000.00 and Umbrella of $5,000,000.00 Quinn Construction Corp. - Commercial General Liability Coverage with Limits of $1,000,000.00 Per Occurrence, $2,000,000.00 General Aggregate, and $5,000,000.00 Umbrella Included in Proposal Amount Quinn Construction Corp. - Workers Compensation Insurance with Limit of $500,000.00 Included in Proposal Amount Quinn Construction Corp. - Excess Liability/Umbrella Coverage with $5,000,000.00 Limit All Subcontractors to Have Workers Compensation and General Liability Coverage (Certificates Can be Provided Upon Request - Limits May Not Match General Contractor's Limits - Additional Coverage Can be Provided Upon Request at An Additional Charge) One-Year Total Project Warranty by Contractor (Excludes Misc. Typical Maintenance Items) Payment and Performance Bond Not Included in Proposal Amount (Add 2.5 % to Estimate Amount if Required) State and Local Sales Tax Included for Materials Furnished by Contractor Soil Testing Not Included in Proposal Amount (If Required) Contractor to Take Concrete Cylinders with Strength Testing by Independent Construction Materials Laboratory Site Surveys and PE Stamped Civil Drawings Not Included (If Required) Color Chip Samples for Selection of Wall and Trim Colors PE-Stamped Foundation Drawings Non-PE Stamped Building System Submittal Drawings and Product Information (To Confirm Order Details Prior to Submittal) Three (3) Copies of PE Stamped Pre-Engineered Building System Erection Drawings Layout of Building Location by Contractor with Approval by Owner Prior to Footing Excavation 02 Site Work Rough/General Grading for Building by Others 4" Compacted Granular Fill Below Slab Excavation for Footings and Perimeter Turndown Site Restoration, Seed and Straw Disturbed Areas Upon Completion of Project by Others Page 3 of 4 6-1-21 03 Concrete Reinforced Footings and Turndown (4,000 PSI Design Mix) 6 Mil Vapor Barrier Below Slab 6/6 10/10 WWM Supported by Plastic Chairs 40' X 60' - 4" Thick Machine Troweled Concrete Slab (4,000 PSI Design Mix) One (1) 4' X 3' X 6" Broom Finish Pad at Personnel Door Four (4) 13' X 3' X 6" Broom Finish Pads at 12' X 12' OH Doors Wet-Cut Saw/Control Joints Curing of Above Concrete Pads (Cure and Seal) Joint Filler Not Included (If Required) Floor Sealer or Other Floor Coatings Not Included (If Required) 05 Metals Anchor Bolts 07 Thermal & Moisture Protection 3" Fiberglass Roof Insulation with PSK Standard Duty Facer Wall Insulation Not Included (Per Project Specifications) 08 Doors & Windows Four (4) 12' X 12' Coiling Doors (Subcontract Allowance of $1,500.00 Per Door Included in Proposal Amount) One (1) Exterior 3 X 7 Pre-Assembled Hollow Metal Personnel Door with Lever Hardware and Closer 13 Special Construction 40' X 60' X 18' (Top of Ridge at Roof Height) Tier I Classic II Building System by Butler Manufacturing Co. 24 GA BR-II Roof System with Alzyn/Galvalume Finish 24 GA BR-II Wall Panel System with Kynar Finish - Standard Color Selection Page 4 of 4 6-1-21 13 Special Construction Continued Gutters and Downspouts Freight to Job Site Professional Unloading and Erection of the Above Building System See attached Drawings, Unit Summary Report, and Product Information for More Details For the lump sum contract amount of: One Hundred Seventeen Thousand Seven Hundred and No/100 Dollars ($ 117,700.00) Notes: 1. Pricing is good for 30 days from date of proposal (clear order with color selections must be submitted to Butler Manufacturing within 30 days) 2. Removal and replacement of poor soil conditions not included (if required) 3. Work not listed above is not included in proposal scope We appreciate the opportunity to offer this proposal. Feel free to contact me at any time if you need any further information. Sincerely, The Will Quinn, Vice-President Quinn Construction Corporation Part B Metal Equipment Storage Building Specifications Scope: This project is being proposed as follows: Provide and build a Pre-Engineered Building (requires 3 sets cad engineered stamped drawings before construction by the supplier of the steel building kit. (Schools 1, Site Construction 1, codes 1) To turnkey build inclusive as follows: To turnkey build a storage Building 60 foot long X 40 foot deep and 18 feet center height red iron building with minimum 24 gauge metal skin. To include enclosure of all 4 sides and 4-side entry rollup 12 X 12 garage entry doors, and one 3.0 X 7.0 side entry door. (NO windows) Roof shall have 3 inch vinyl/fiberglass rolled insulation to prevent sweating and rusting of the structure. Side walls -non- insulated. Building shall include a 4 inch slab with to code depth in ground piers support for iron columns, and or footers. Each entry door shall have a minimum 3 ft concrete sloped apron for entry and exit. Building shall have standard box, commercial gutters to shed ground water away from slab and building. We reserve the right for the location of door placements that best suits the lot and our use for entry and exit, and will be decided with the awarded bidder upon notification of bid acceptance. Please Attach any rendered drawings, brochures, and photos with the bid, as well as documents specified in the bid announcement. Also if bid is accepted a time line for the materials and construction thereof. State of Tennessee 3665120780 BOARD FOR LICENSING CONTRACTORS VOID / VOID VOID CONTRACTOR VOID VOID 0 QUINN CONSTRUCTION CORPORATION This is to certify that all requirements of the State of Tennessee have been met. THE ID NUMBER: 13678 LIC STATUS: ACTIVE GREAT AGRICULTURE EXPIRATION DATE: May 31, 2022 UNLIMITED; BC; CE; CMC-A;CMC-C; HRA-A; HRA-C; MU-A.2;MU- A.3;MU-B VOLE VOID and IN-1313 DEPARTMENT OF VOID COMMERCE AND INSURANCE Client#: 613036 22QUINNCON DATE (MM/DD/YYYY) ACORD™ CERTIFICATE OF LIABILITY INSURANCE 2/16/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder In lieu of such endorsement(s). CONTACT PRODUCER NAME: Wendy Nowlin PHONE FAX McGriff Insurance Services (A/C, No, Ext): 615-346-0323 (A/C, No): 8777677417 3322 West End Ave., Suite 300 E-MAIL ADDRESS: wmnowlin@mcgriff.com Nashville, TN 37203 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: National Trust Insurance Company 20141 INSURED INSURER B: FCCI Insurance Company 10178 Quinn Construction Corp. INSURER C : 2282 Old Decaturville Road INSURER D: P.O. Box 220 INSURER E: Parsons, TN 38363-0220 INSURER F : CERTIFICATE NUMBER: REVISION NUMBER: COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) LIMITS (MM/DD/YYYY) LTR A COMMERCIAL GENERAL LIABILITY CPP10003996202 02/15/2021 02/15/2022 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE PREMISES (Ea occurrence) $100,000 OCCUR PD Ded:500 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- PRODUCTS- COMP/OP AGG $2,000,000 POLICY JECT LOC $ OTHER: AUTOMOBILE LIABILITY 02/15/2022 COMBINED SINGLE LIMIT A CA10001050804 02/15/2021 (Ea accident) $1,000,000 BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED NON-OWNED $ (Per accident) AUTOS ONLY AUTOS ONLY $ B UMBRELLA LIAB OCCUR UMB10002255803 02/15/2021 02/15/2022 EACH OCCURRENCE $5,000,000 EXCESS LIAB AGGREGATE $5,000,000 CLAIMS-MADE $ DED RETENTION $10000 WORKERS COMPENSATION WC0100066606 PER OTH- 02/15/2021 02/15/2022 STATUTE ER B AND EMPLOYERS' LIABILITY Y/N E.L. EACH ACCIDENT $500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N N/A E.L. DISEASE - EA EMPLOYEE $500,000 (Mandatory In NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Maron Li Poper © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD WMN #S27365025/M27318739 LOR THE STATE OF AGRICULTURE GREAT 2) Tennessee Bureau of Workers' Compensation AUG 1 2020 220 French Landing Drive, I-B Nashville, TN 37243-1002 Phone: 615-532-1321 FAX: 615-253-5265 Email: DFW.Program@tn.gov https://www.t.gov/workforce/injuriesatwork/employers/enployers/dnug-fre-workplace-progran.hml 2020073245 DRUG FREE WORKPLACE PROGRAM APPLICATION 1. This application must be complete, legible and signed or it will be RETURNED. 2. This application must be resubmitted anytime the employer changes Insurance carriers. 3. This form must be submitted to the Bureau. Please include the completed original copy of this form plus one photocopy, a copy of PROOF OF COVERAGE and two pre-addressed, stamped envelopes: a. One addressed to your Workers' Compensation Insurance Carrier and b. One addressed to the employer named below. 4. THIS APPLICATION MUST BE RENEWED ANNUALLY. Check One: New application Renewal application Changed Insurance Carrier Company Name Quinn Construction Corporation FEIN: 62-088-5033 Mailing Address PO Box 220 City Parsons State & Zip TN 38363 Business Address 2282 Old Decaturville Road City Parsons State & Zip TN 38363 Primary Contact (Name and Title) Will Quinn / Vice-President Phone # 731-847-6313 Fax # 731-847-6315 Email minuteman3@tds.net Nature of Business General Contractor Total # of FT & PT employees 27 Workers' Compensation Insurance Carrier FCCI Lab Certification (circle one): SAMHSA CAP-FUDTAP Other Name of Testing Laboratory Alere Toxicology City Gretna State LA ZIP 70053 Name of Medical Review Officer (MRO) Dr. David Nahin Phone # 877-295-3381 Have all employees hired prior to the date of this application been provided at least one hour of substance abuse training? Yes No Yes ( Have all employees hired prior to the date of this application been informed of your company's drug free program policies? No Effective date of your program 12/14/1998 Renewal applicants only: Number of tests performed in past 12 months for each of the following: Job Applicants: Total 5 Positive 1 Routine Fitness for Duty: Total 0 Positive 0 Post work accident: Total 1 Positive 0 EAP Follow-up: Total 0 Positive 0 Random (optional): Total 2 Positive 0 Reasonable Suspicion Total 0 Positive 0 Have all employees that have undergone substance abuse training acknowledged, in writing, their attendance at that training and the existence of your company's drug free program policies? Yes No I hereby certify that all provisions and requirements of the Tennessee Drug-Free Workplace Program as established by T.C.A. have been met and implemented. (To be signed by all applicants) VICE-PRESIDENT Will Quinn 8-10-20 Owner/Officer's Signature and title W. Lance Wheaton Printed name Date 8/12/2020 Bureau of Workers' Compensation Representative Signature Title Accepted Date LB-1111 (REV 8/16) RDA 10183 THE AGRICULTURE S GREAT do XVI STATES 7796 MEMORANDUM TO: Quinn Construction Corporation Attention: Will Quinn FROM: Lance Wheaton, Tennessee Drug-Free Workplace Program SUBJECT: Drug-Free Workplace Application DATE: Aug 12, 2020 This is to notify you that your application for participation in the Tennessee Drug-Free Workplace Program has been received and accepted. Pursuant to T.C.A. 50-6-418 and T.C.A. 50-9-101, et sequentia, you are entitled to a five percent (5%) premium credit on your workers' compensation insurance policy. You will begin to accrue the premium discount on a pro rata basis as of the date of our acceptance of your application; this is the date on the application next to the signature of the Commissioner or his designee. Your workers' compensation insurance provider is being notified of your participation and must apply to your policy the premium credit granted under this program directly upon receipt of notification or make payment for such credit effective after the annual final premium audit has been completed DFWP Rules and Regulations, Chapter 0800-2-12-.02(5)]. By accepting this application, the State of Tennessee is not certifying the accuracy or completeness of either your application or your Drug-Free Workplace Program. We are acknowledging receipt of your certification, attested by your signature, that all provisions and requirements of the Tennessee Drug-Free Workplace Program as established by T.C.A. 50-9-101, et sequentia, have been met and implemented. We further acknowledge that you may have "made a good faith effort" and may have "complied substantially" with Program requirements and are, therefore, "rebuttably presumed to be entitled" to the benefits of the Program. A copy of your application is enclosed for your review and records. If you have any questions or need any other information, please contact us at 1-800-332-2667 or 1-615-741-2395. Thank you for your participation in the effort to promote drug-free workplaces in Tennessee. <<< WE L ANCHOR ROD PLAN TS TS -0-109 65 -0-,61 -0-102 =0 02 19'-0" E E QUART I T 00*880 T I 00*** I BOL C I - D4 I I I TO TO D3 Ed 20' 20'-0" -0" 188.00 20'-0" 1 I I 30 =0 -0-101 B 20 20'-0" - w 20'-0" TO go EO to I I I I BL A 50 D E 2 T A BL IN Dra A LEMOTH 24 122" Den A C + Mini - .7 JANATH 2 167 MOTH 17 E-Inm. LEASTH in - M DIH 2 "I" 2 112" 2 1/2" 122 +4 Lune 64000 84m a other 9 2 VI 2 1,2" Blave Blaw R D1 (2)3/4* Dia. GR36 Anchor Rods D2 (213/4* Dia. GR36 Anchor Rods D3 (4) 3/4" Dia. 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THE REWIT NNR REPORT C B A BL 40'-0" 20 r-0" 20'-0" DCC003 BL 1 T FBX001 141 RBK002 I DCC001 DCC002 40-167 I REX003 RBX004 - 64 2 CX001 LOLZSBED 03RS27 10 CX002 PRIMARY AND ROOF BRACING PLAN I CX603 0. 40 0-10 109 20'-0" 20 0" 64 REX005 RBX004 Pet 3 100X3 CX002 19'-0" 19 0" 1 REX001 и RBX002 I - X 18 4 DCC001 DCC004 DCC002 20'-0" 20'- 0" C B A 20'-0 13/16" 1.000:12 20'-0 13/15* 1.000:12 m SERVE E $ c 6 EAP2 am2 033 arn2033 CERTIFICATE GEB2033 EAP2 PFC51 RBX002 31 or S ABX001 2 8 GCW1 GCWI GOWI GCW1 GCW1 5'-0" 5'-0" DCC001 EDDDD GCW1 GCW1 DCC002 SCW1 7'-6" ⑉9⑉14 RCB4 1. 20'-0" 20'-0" 40'-0" FRAME CROSS SECTION AT FRAME LINE (s) 1 Bolt Connection 6 Place schedule Ed Qty Grade Bolt Bolt Plate Rows Rove PartNo Dia. Length Thick. Out In A 6 A325 1/2" 1 1/2" 1/4" 2 1 49080 m 4 A325 1/2" 1 1/2" - - - 49080 - (2) Washers (095872) req'd at Flange Brace to Secondary. C A 20'-0 32/16" 1.000:12 in 20'-0 13/16* 1.000:12 E 5 5 6 6 (2) GFB2050 GFB2037 GEB2037 GFB2037 B RAP1 ESBSB (2) (2) 08H2050 TAVE LOBSE RBX000 $ HE RBX003 (2)GITZ081 : GYR2081 (2)G#82050 5'-0" 51-00 16'-4" CX001 CX002 7'-6" -9-14 1 40'-0" FRAME CROSS SECTION AT FRAME LINE (S) 2 Bolt Connection & Plate Schedule Id Qty Grade Bult Bolt Place Rows Rows PartNo Dia. Length Thick. Out In A 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 B 6 A325 3/4* 2 1/2" 3/8" 1 2 0097284 C 5 A325 3/4" 2 1/2" 1/2" es 3 0097284 C A 201-0 13/16" 1.000:12 m 20'-0 13/16* 1.000:12 S 5 5 6 6 (2)GFB2050 GFB2037 OFB2 037 TAYS ESBSB (2) GED2050 EAP1 ESBSB REX004 3 # REX005 (2)Gra2081 2 GRE2081 (2)0re2050 5'-0" 5'-0" TOOKS CX002 49-11 7'-6" 1 40' 8" (i) FRAME CROSS SECTION AT FRAME LINE (S) 3 Bolt Connection G Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rowe PurtNo Dia. Length Thick. Out In A 6 A325 3/4" 2 3/2" 3/8" 2 1 0097284 8 G. A325 3/4" 2 1/2" 3/8" 1 2 0097284 C 6 A325 3/4" 2 3/2" 2/2" 2 I 0097204 C B A 20:-0 13/16" 1.000:12 201-0 13/16* 1.000:12 TE E M 5 b 6 EAP2 GFB2033 GFB2033 GFH2033 EAP2 90 RBX002 " B RBX001 7 2 GCW1 GCWL GCW1 GOW1 5'-0" 0 5'-0" DCC001 EDGC004 GCW1 GCW1 DCC002 GCW1 it 2'-6" RCB4 : 20'-0" 20'-0" 40'-0" DE BE FRAME CROSS SECTION AT FRAME LINE (s) 4 Bolt Connection & Plate Schedule Id Qty Grade Belt Bolt Place Rowe Rows PartNo Dia. Length Thick. Out In A 6 A325 1/2" 1 1/2" 1/4" 2 1 49080 B 4 A325 1/2" 1 -1/2" - 1 , 49080 <<> - (2) Washers (095072) req'd at Plange Brace to Secondary. ROOF SECONDARY PLAN TH 18 0-109 «0-16T 20..0% 40-167 T TRIBE ZEINT 1R131 # C - 14 I 1 -- : 1 1 T in 4 4 02 2 to 13 22 B D 2 22 3 2 to ils its - I 1 - - ** 1 se 1 - 12 BL A TR281 18282 D E 2 I RE0121 2/T T DI ZIT % am JS1211217 0600 8 1/2" WSZ0F9, WS20F2, WS20B2, WS20B8 A B C 1 E 1 2 / III 5 00220863 3 3 0 5'-0" 16'-4" $ 1 2 2 1 12'-0" 09-11 3 E 1W1B0 1WIB1 nie Length Detai 1 23 -0" BR02K1, BRI481 2 12% 0" 2 20" 0* 20' 0° 40'-0" SEE SECONDARY ELEVATION AT 1 4 3 2 1 2 5 5'-0" 16' -4 16'-4" 7'-6" in -03R52506 1W2B1 1W282 19203 19' 0" 20'-0" 19'- 0" Parc Schedule The - Qty Length] retail 60'-0" 2 25'- -6' BR0102 SECONDARY ELEVATION AT A C B A a 10 3 5'-0" 16'-4' C 1 1 CO 71-6" 03R02300 IW330 1W3B1 medule Length Detai 1 23'-0" BR1 481, BR02K1 201 0" 20' 0" 40° - BD SECONDARY ELEVATION AT 4 SECONDARY ELEVATION AT C XSI -0-.09 20.10* .0 200 00-161 61 19 9 , 2 P -0-,00 * 0 worker 12 D CREMI LW4B2 TORMI TEXAS 3 2 2 N 2 2 CX003 71-6" 12'-0" 12'-0" 12'-0" FOID 7 I T e 19 D -7-.97 5'-0" 4 20 2 $ £ 2 12 2 2 N 2 X 2. L Y 2 X LLC I 0 1 090884H as I V E Z I Plano Id 21 48/5 I-,91 C BL OF SI 12 T4 1 8/5 $-197 IL UP/E 9-10 6-16 wb/t $2 (4) #3 T2 12'-0" ⑉⑈⑇8 0-15 LIVE E-15 IL we/s L-ILT #2 48/5 6-101 -0" 40'-0" COVERING ELEVATION AT 1. 8/9 9-.61 -8/5 E-ill T3 -0" 24'-0" a8/C 0-121 T7 (7) 41 8/5 6-,9T -8/5 9-191 -8/5 E-.91 A BL T5 7/4" any 7-30 30 forx Dd w/Masher -P-.9T Y IN NOILVATIE COVERING TO T8 0-109 Z.L IL 25 TS To St (02) 16'-4" 16 DA I 1 Birch White T5 (1:7) BRCL12, BRGT20R, (2.0)WAIOA Cool Birch White K C A 14 TS 16'-3 5/8" 161-6 5/6" 16 -9 9/8* 17'-0 5/8* 17**3 5/8" 17'-6 5/8* 171-9 5/8* 17'-7 5/8* 12'-4 5/8- 17'-1 5/8" 16'-10 5/8* 161-7 5/8* -8/5 0-,91 161-1 578* 07-191 (7)#6 (7)17 T3 ml T2 40'-0" BL BB ule COVERING ELEVATION AT 4 Planograph Schedule Description Id Details (T-1) 1/4-14 X 3/4", T-30 Torx Hd w/Washer T1 Pe080873,P-081505,P- 1 4 T6 (3) #9 (4) #9 (3119 T2 72 T2 16 4* 15'-4" (2)#8 (31#8 (3) #8 (2148 37 is T1 TI IS 11 IS T1 70 13 T4 T4 73 T5 non Key 1. 12'-0" 9'-0" 12"-0" 8'-0" 12'-0" 1 60'-0" BL BL schedule COVERING ELEVATION AT 0 Planegraph Schedule Description Id Details Date: 6/1/2021 Unit Summary Time: 2:04 PM Version: 4.5.0.1 Report : Unit 1 - File: Hickman County Storage BUTLER ADVANTAGE Building.advc NXT Storage Building *** Tier I Classic *** Builder Information Builder Contact Name: Quinn Construction Name: Will Quinn Corporation Address: 2282 Old Decaturville Road Phone: (731) 847-6313 Parsons, Tennessee 38363 Cell: (731) 549-4796 Decatur Fax: (731) 847-6315 United States Estimator: Will Quinn Email: minuteman3@tds.net Account Number: 204103901 Project Information Hickman County Storage Building Site Location Region/Plant Hwy 100 Region: East Centerville, Tennessee 37033 Shipping Plant: Rainsville, AL Hickman Settings Site Type: New Construction United States Pricing Type: Tier I Classic Request Type: Purchase Order Effective Date: 4/12/2021 Elevation Warranty Options Finish Floor Elevation: 0" Material/Finish: 3-Year Standard Special Requirements Suppliers Tension Control Bolts: No Insulation Vendor: Bay Informational : You have selected Bay as the insulation supplier on this project. This selection only applies to fiberglass blanket insulation and insulation accessories. This selection does not apply to other products that may be ordered on this project such as the CMR-24® roof system panels which do not utilize fiberglass blanket insulation. Warning Statement : Tier I Classics will not be clarified. The Advantage file will be processed as entered. It is the Builder's responsibility to verify ALL Advantage input for accuracy. Unit Size Shape: Rectangle Wall 1: 40' 0" 2 Finish Floor Elevation: 0" Wall 2: 60' 0" Width Extension: No Wall 3: 40' 0" 1 3 Wall 4: 60' 0" 4 Profile Type: Double Slope Ridge: 20' 0" Left Eave: 16' 4" Wall 1 Page: 1 of 7 Unit Size Left Slope: 1.0000 Right Eave: 16' 4" Right Slope: 1.0000 Codes & Loads Building Code: IBC15 International Building Code - 2015 Edition Pricing Code: IBC15 International Building Code - 2015 Edition General Wind Loads Use Category: II (Standard Occupancy Structure) Ultimate Wind Speed (mph): 115.0 Roof Loads Nominal Wind Speed (mph): 89.1 Live Load (psf): 20.00 (reducible) Wind Enclosure: Enclosed Ground Snow Load (psf): 0.00 Wind Exposure: B Calculated Roof Snow (psf): 0.00 Wind Importance Factor: 1.00 Specified Min. Roof Snow: No Basic Wind Pressure (psf): 20.16 Roof Surface Condition: Unobstructed, Slippery Roof Hurricane Prone Region: No Roof Exposure: Fully Exposed Wind-Borne Debris Region: No Thermal Condition: Unheated Impact Resistant Covering: No Snow Importance Factor: 1.00 Seismic Loads Collateral Load (psf): 3.00 Soil Profile: Stiff Soil (D,4) Collateral Load Desc: Lighting, Misc. Seismic Ss (%): 37.5 Seismic S1 (%): 17.1 Seismic Importance Factor: 1.00 Seismic Design Category: C Frames Consolidate : No Wall Frame Position Spacing 4 Pinned Endwall #1 0" 0" Clearspan #1 20' 0" 20' 0" Clearspan #1 40' 0" 20' 0" Pinned Endwall #2 60' 0" 20' 0" Pinned Endwall #1 Frame Type: Pinned Endwall Span: 40' 0" Angle: 90 Column, Wall 4 Column, Wall 2 Offset: Match Girts Offset: Match Girts Shape: Straight Shape: Straight Type: Standard Type: Standard Elevation: 0" Elevation: 0" Endwall Posts (Layout from Wall 4 to Wall 2) Section Widths: Endwall Required Posts: 1 20' 0" Setback: Match Girts 2 20' 0" Material: Determined by System Depth None Constraint: Elevation: 0" Clearspan #1 Frame Type: Clearspan LRF Page: 2 of 7 File: Hickman County Storage Building.advc Unit: Unit 1 - Storage BuildDage: 6/1/2021 Time: 2:04 PM Span: 40' 0" Angle: 90 Column, Wall 4 Column, Wall 2 Offset: Match Girts Offset: Match Girts Shape: Tapered Shape: Tapered Type: Standard Type: Standard Elevation: 0" Elevation: 0" Knee Plate Orientation: Determined by System Knee Plate Orientation: Determined by System Pinned Endwall #2 Frame Type: Pinned Endwall Span: 40' 0" Angle: 90 Column, Wall 4 Column, Wall 2 Offset: Match Girts Offset: Match Girts Shape: Straight Shape: Straight Type: Standard Type: Standard Elevation: 0" Elevation: 0" Endwall Posts (Layout from Wall 4 to Wall 2) Section Widths: Endwall Required Posts: 1 20' 0" Setback: Match Girts 2 20' 0" Material: Determined by System Depth None Constraint: Elevation: 0" Bracing Determined by System : No Bracing Locations Roof Roof Rods Wall Bays 4 1 2 X 3 Wall 1 Wall Rods Sections 1 X 2 Wall 2 Wall Rods Bay Sections 1 1 2 1 3 1 Wall 3 Wall Rods Sections 1 2 X Wall 4 Windposts Bay Sections 1 1 2 1 L 3 1 Roof Structurals Consolidate : No Page: 3 of 7 File: Hickman County Storage Building.advc Unit: Unit 1 - Storage Buildage: 6/1/2021 Time: 2:04 PM Roof Structurals Purlins Type: Zee Depth: 8 1/2" Supply clips at all purlin-to-structural No connections: Connection Type: Continuous Always supply at least one row of channel Yes Clip Type: Welded (only when design purlin braces: requires clips) Spacing: Standard Punched: No Wall Structurals Consolidate (all walls) : No Surface Description Punched Wall 1 All Girts Sec 1 No Shape: Zee Sec 2 No Consolidate Girts: No Depth: 8 1/2" Connection Type: Continuous Clip Type: Welded Bracing Type: Channel Bracing Spacing: Standard Wall 2 All Girts Bay 1 No Shape: Zee Bay 2 No Consolidate Girts: No Depth: 8 1/2" Bay 3 No Connection Type: Continuous Clip Type: Welded Bracing Type: Channel Bracing Spacing: Standard Wall 3 All Girts Sec 1 No Shape: Zee Sec 2 No Consolidate Girts: No Depth: 8 1/2" Connection Type: Continuous Clip Type: Welded Bracing Type: Channel Bracing Spacing: Standard Wall 4 All Girts Bay 1 No Shape: Zee Bay 2 No Consolidate Girts: No Depth: 8 1/2" Bay 3 No Connection Type: Continuous Clip Type: Welded Bracing Type: Channel Bracing Spacing: Standard Roof Panels Definition : Butlerib® II #1 Ridge Assembly : Standard Butlerib® II #1 2408 sq ft Type: Butlerib® II Gage: 24-gage Finish: Alzn-Plain Panel Options Clip/Thermal Blocks: None Punched Panels: No Splice: Inline Request UL-90 Rating: No Page: 4 of 7 File: Hickman County Storage Building.advc Unit: Unit 1 - Storage BuilDage: 6/1/2021 Time: 2:04 PM Weathertightness: Not Requested ThermaLiner Insulation No System: Fasteners Panel-to-Panel: SDS (T-1) 1/4"-14 X 7/8", 3/8" Hex Hd SS w/Washer Panel-to-Structural: SDS (T-3) 1/4"-14 X 1-1/4", 3/8" Hex Hd w/Washer Painted to Match Roof: No Insulation : Supplied by Butler (Bay) Facing Type:Blanket R-Value:Single Layer R10 (=3") Facing Type: Polypropylene Scrim Kraft, Between Panel & Purlin: 3" Standard Duty Facing Tabs: 2 @ 3" Insulation : Roll Widths Fall Protection System Start: 48" Wide Type: None Intermediate: 72" Wide Installation Sleds: 0 End: 72" Wide Total Insulation Thickness: 3" Informational : Panel lengths vary depending on the building width and are furnished to minimize the number of splices. If actual panel dimensions are needed, refer to the standard erection drawings for more information Informational : Flat stock is not available because raw material is 80 KSI high strength steel and cannot be break formed. Informational : Ridge and Transition panels : 24 gage ALZN roofs are furnished with 26 gage ALZN ridge and transition panels. 24 gage Butler-Cote® roofs are furnished with 26 gage Butler-Cote® ridge and transition panels. Informational : When self-drilling panel-to-structural fasteners are ordered, roof secondary's are furnished unpunched. Pre- punched secondary's are provided with punched panels or other fastening systems. Wall Panels Wall Panels Start End Sq Ft 1 Butlerib® II #1 0" 40' 0" 543 2 Butlerib® II #1 0" 60' 0" 980 3 Butlerib® II #1 0" 40' 0" 687 4 Butlerib® II #1 0" 60' 0" 620 Butlerib® II #1 2829 sq ft Type: Butlerib® II Gage: 24-gage Finish: Butler-Cote Color: Cool Birch White Stocked Panel Options Base Condition Punched Panels: No Position: Lapped Foundation Wall-to-Eave Closure: Yes Closure: Foam Trim: Base Option: Angle Base Trim Color: Match Wall Panel Fasteners Panel-to-Panel: SDS (T-1) 1/4-14 X 3/4" T-30 Torx Hd w/Washer Panel-to-Structural: SDS (T-3) #12-14 X 1 1/4" T-30 Torx Hd w/Washer Scrubolt at Base and Eave: No Insulation : None (Bay) R-Value: (=0") Facing Type: None Between Panel & Girt: 0" Facing Tabs: None Insulation : Roll Widths Start: None Intermediate: None End: None Page: 5 of 7 File: Hickman County Storage Building.advc Unit: Unit 1 Storage Buildage: 6/1/2021 Time: 2:04 PM Edge of Roof Wall Definition Type Start End Length 1 Gable Trim #1 Gable Trim 0" 40' 0" 40' 0" 2 Gutter #1 Gutter 0" 60' 0" 60' 0" Downspout Distance (from Eave Qty eave) Condition 4 16' 4" At Wall 3 Gable Trim #1 Gable Trim 0" 40' 0" 40' 0" 60' 0" 60' 0" 4 Gutter #1 Gutter 0" Downspout Distance (from Eave Qty eave) Condition 4 16' 4" At Wall 80 In ft Gable Trim #1 Type: Gable Trim Finish: Butler-Cote High Wind Clip: No Trim Color: Cool Birch White Stocked 120 In ft Gutter #1 Type: Gutter Gutter Type: Exterior Finish: Butler-Cote Width: 4 1/2" Downspout Size: 4" Yes Weatherseal: Yes Supplied By Butler: Color: Cool Birch White Stocked Downspout Color: Match Gutter Wall Accessories Wall Accessory Type Position Details 1 12 X 12 OH Door Overhead Door 30' 0" Centerline Opening 0" Bottom 4 12 X 12 OH Door Overhead Door 10' 0" Centerline Opening 0" Bottom 12 X 12 OH Door Overhead Door 30' 0" Centerline Opening 0" Bottom 12 X 12 OH Door Overhead Door 50' 0" Centerline Opening 0" Bottom Details Qty Accessory Type Wall Panel 1 Pre-assembled Personnel Pre-assembled Butlerib® II #1 Mount Type: Flush Door #1 Personnel Door Frame Depth: 8 1/2" Post Extension Reqd: No Liner Panel Trim Reqd: No Qty 4 12 X 12 OH Door Auto On Module: No Factory Cut Opening: Yes Door Flashing: No Opening Trim Width: 12' 0" Trim Color: Match Wall Panel Height: 12' 0" Additional Header: No Vertical Jamb Lift: No Page: 6 of 7 File: Hickman County Storage Building.advc Unit: Unit 1 Storage BuilDate: 6/1/2021 Time: 2:04 PM High Jamb Lift: No Door Part Weight: 0 Door Part Height: 0" Overhead Clearance: 0" Pre-assembled Personnel Door #1 Qty 1 Auto On Module: No Factory Cut Opening: No Series Swing Series: Standard Duty (400 Series) Swing: A Size: 3'0" X 7'0" Direction: Out Trim Color: Match Wall Panel Options Interior Fire Rated: No Wind Rated: No Masonry Wall: No Lockset/Exit Device Options Type: Hager Grade 2 Lever Crash Chains: None Latch Guard: No Kick Plates: None Master Keyed: No Weatherseal: Standard Keying Group: Keyed Alike Hinge: Chrome Best Small Format No Crating: Standard Interchangeable Core: Closer: Hager 5400 Medium Duty Hold Open Arm: No Leaf and Frame Glazing Frame Paint: White Primer A: None Leaf Gage: 20 Frame Gage: 18 Warning If roll-up doors have wind locks, jambs will have to be designed for additional catenary loads. Contact your Regional Engineering Office for a quote on the roll-up door framing Warning 12 X 12 OH Door on the Wall 4 of Unit 1 Storage Building is located in a Bay/Section which contains bracing. Please check for possible interference. Informational : For accessory openings ordered with the factory cut option, only those panel widths that are entirely spanned by the opening are factory cut to length. Other panels must be field cut. Informational : The price for overhead door and framed opening structurals is included in the wall structural price. The price for overhead door and framed opening trim is included in the trim price. Butler does not supply the overhead doors. Wall Liner Panels Wall Panels Type Channel Size Start End Sq Ft 1 Open Open 0" 40' 0" 687 2 Open Open 0" 60' 0" 980 3 Open Open 0" 40' 0" 687 4 Open Open 0" 60' 0" 980 Ceiling Liner Panels Definition : Open Page: 7 of 7 File: Hickman County Storage Building. advc Unit: Unit 1 - Storage BuilDate: 6/1/2021 Time: 2:04 PM BUTLER Widespan™ Structural System Maximize the functionality and productivity of your building's interior space A structural system should enhance a building's functionality, not stand in its way. That's the principle upon which the Widespan™ structural system is designed. This versatile rigid frame system assures maximum use of interior space, while also providing virtually unlimited flexibility with regard to building width, height, roof slope, and exterior finish. Choose the Widespan structural system to create functional uninterrupted space in applications such as warehouses, offices, retail stores, and recreational centers. Assure Unmatched MRF Framing System Enhance Protection Functionality The MRF framing system is specifically And Durability The Widespan structural system designed for wide buildings using a The Widespan structural system is available in three different minimum of interior columns. MRF features acrylic-coated galvanized C/Z framing options. Each is designed frame buildings are available in widths structural members for added durability to complement and enhance your from 60 feet to 300 feet, with interior and reduced maintenance costs over building's intended use. You can also modules from 20 feet to 80 feet. the life of the building. This value- specify straight or tapered columns added feature comes standard from to meet your budget and performance WX Framing System Butler at no additional cost. parameters. The WX framing system provides additional space for expansions, LRF Framing System enabling greater design freedom now or The LRF framing system provides a in the future. WX frames are available in variable roof slope as low as 1/4:12 to widths up to 60 feet. 4:12 for a contemporary exterior profile. Buildings can be specified in widths Save Time And Money from 30 feet to virtually unlimited In Construction lengths, in 6-inch increments, for large With a systems construction solution clearspan interiors. from Butler, every Butler component is engineered and manufactured to assemble together. So the entire building-from the structural system to the wall and roof systems-can be built with greater speed and precision than is generally possible with conventional construction methods. Widespan™ Structural System Acrylic-coated galvanized C/Z structurals Large areas of uninterrupted space Straight or tapered columns can be specified Optional expandable endwall for future expansion Key Benefits The Butler Extensive Widespan framing options maximize use of Difference interior space LRF framing system accommodates low-slope roof for Butler Builders provide complete contemporary beauty construction services with MRF framing system reduces interior columns to create single-source responsibility uninterrupted space Reputable professionals with WX framing system allows expansions for greater extensive knowledge of local design freedom building codes Butler engineering adds precision and speed for cost savings in design and construction Maximize your building's performance with a complete Acrylic-coated galvanized C/Z structurals come Butler® system solution standard for added durability Innovative structural, wall and roof systems Precision-engineered for seamless integration Butler Manufacturing Kansas City, MO BUTLER 816-968-3000 www.butlermfg.com Butler building products are constantly being improved; therefore, the information contained herein is subject to change without notice. Before finalizing project details, contact your nearest Butler Builder® or Butler Manufacturing for the latest information. Kynar 500* is a registered trademark of Arkema. Hylar 5000° is a registered trademark of Solvay Solexis. IAS is a subsidiary company of the International Code Council. USGBC is registered trademark owned by the U.S. Green Building Council and is used by permission. MBMA FM ©2021 BlueScope Buildings North America, Inc. All rights reserved. Butler Manufacturing" is a division of MEMBER APPROVED ACCREDITED BlueScope Buildings North America, Inc. Find your independent Butler Builder at www.butlermfg.com MEMBER A0472 Form No. 3530 2/21 BUTLER Butlerib® II Wall System Create the look and performance you want with outstanding affordability Glimbing With an attractive combination of aesthetics, performance, and affordability, the Butlerib® II wall system remains an extremely popular choice for virtually any type of building application. The Butlerib Il system can be used either alone or incorporated with other materials such as brick, EIFS, and other Butler® metal wall systems for unlimited design freedom. Choose the Butlerib II wall system to add installation speed and long-term performance for your building, whether it's a large-scale warehouse or a small retail center. Add Beauty And Strength Assure Fast And Achieve Unmatched Butlerib® II wall panels feature a Accurate Installation Design Versatility full 1½-inch-deep corrugation for a ach Butlerib II wall system panel and Predesigned and factory-fabricated clean, simple appearance and added supporting structure is available factory transition materials allow you to strength. The panels are also available punched to assure precision and speed combine Butlerib II panels with a variety in a variety of material thicknesses, in the installation process. A variety of Butler wall systems, conventional enabling you to balance the building's of fastener options can be specified materials, doors, and/or windows performance requirements with depending upon the project's aesthetic without extensive field modifications. budgetary constraints. and security needs, including the Butler Scrubolt™ with twice the pull-out Enhance The Beauty strength of industry standard fasteners. And Durability All Butlerib Il wall panels feature the Add Strength And high-quality Butler-Cote™ premium Performance finish. Made with a 70% Kynar 500 The Butlerib II wall panels feature a 1½" corrugation for additional strength. A deep 1-1/2-inch corrugation makes or Hylar 5000 resin, this incredibly the Butlerib Il roof panel one of the durable coating resists fading and strongest standard ribbed panels in chalking to remain vibrant for years, the industry. And the exclusive Butlerib unlike typical silicone polyester paints. II panel purlin bearing "return leg" Many attractive standard color options provides added support at the panel are also available. The Butler-Cote sidelaps to withstand roof traffic. finish includes a 25-year warranty against chalking and fading. The Butlerib II wall panels are 3 feet wide and up to 40 feet in length, so wall installation can be completed quickly- even on large buildings. Butlerib® II Wall System 26-gauge material Deep 1½-inch corrugation Kynar 500 or Hylar 5000 Butler-Cote finish system with a 25-year warranty Sealant groove assures weathertightness 36" 12" 12" 12" Available factory-punching of panels assures 1-1/2" fast and accurate installation Key Benefits The Butler Deep 1½-inch panel corrugations add beauty and Difference strength Available factory punching assures fast and accurate Butler Builders provide complete installation construction services with A variety of fasteners to meet your aesthetic and single-source responsibility security needs Reputable professionals with Predesigned transition materials coordinate with other extensive knowledge of local building materials building codes Superior-performance Butler-Cote™ finish system (Kynar 500 or Hylar 5000) adds beauty and protection Maximize your building's performance with a complete 24-gauge also available in certain colors Butler® system solution Innovative structural, wall and The Butler Scrubolt can be specified for roof systems panel-to-structural connections VS. industry standard Precision-engineered for fasteners seamless integration Butler Others Scrubolt Butler Manufacturing BUTLER Kansas City, MO 816-968-3000 www.butlermfg.com Butler building products are constantly being improved; therefore, the information contained herein is subject to change without notice. Before finalizing project details, contact your nearest Butler Builder® or Butler Manufacturing" for the latest information. Kynar 500° is a registered trademark of Arkema. Hylar 5000° is a registered trademark of Solvay Solexis. IAS is a subsidiary company of the International Code Council. USGBC is registered trademark owned MBMA FM IAS by the U.S. Green Building Council and is used by permission. ©2021 BlueScope Buildings North America, Inc. All rights reserved. Butler Manufacturing" is a division of ENDER APPROVED ACCREDITED BlueScope Buildings North America, Inc. Find your independent Butler Builder at www.butlermfg.com NUMBER AC472 Form No. 4263 2/21 BUTLER Butlerib® II Roof System Assure durable roofing performance with unmatched affordability. made Assure Accurate Installation A building's roof system is no place to compromise quality and Butlerib® II roof system panels are protection-particularly on projects with heightened budgetary constraints. The Butlerib® II roof system is engineered to provide available factory cut and punched to the ideal option in such instances, offering low installation time and assure accurate alignment and easy maintenance costs with the assurance of a 10-year weathertightness installation. They're secured to the warranty. supporting structural system with Butler's superior Scrubolt™ fastener or Several features make the Butlerib II roof system the best through- Butler's exclusive Lock-Rivet™ fastener, fastened roof system in the industry. Choose this economical option to which does not work loose over time. add weathertight protection to community buildings, churches, storage facilities, and more. Extend Performance Life Add Strength And Enhance And Protect Available factory-slotted holes allow Performance The Beauty the Butlerib II roof system's panels to expand and contract during seasonal A deep 1-1/2-inch corrugation makes All painted Butlerib II roof panels feature temperature changes. This reduces the Butlerib II roof panel one of the the high-quality Butler-Cote" premium stress on the panels and fasteners to strongest standard ribbed panels in the finish. Made with a 70% Kynar 500 or extend the life of the entire roof system. industry. And the exclusive Butlerib II Hylar 5000® resin, this incredibly durable panel purlin bearing "return leg" provides coating resists fading and chalking to added support at the panel sidelaps to remain vibrant for years. "Cool roof" withstand roof traffic. colors are also available, which may help you qualify for LEED® credits. Corrugations standing 1-1/2" high provide extreme durability while offering an attractive 36" appearance 12". 12" 12" 1-1/2 Butlerib® II Roof System Exclusive Lock-Rivet fastener available Deep 1-1/2-inch corrugation with purlin bearing "return leg" Available factory-punehed structurals and panels assure accurate alignment Key Benefits The Butler Exclusive Lock-Rivet fastener does not workloose over Difference time Available factory-slotted holes on panels allow for Butler Builders provide complete thermal expansion construction services with Deep 1-1/2-inch corrugation and purlin bearing "return single-source responsibility leg" add strength and support Reputable professionals with Kynar 500 or Hylar 5000® Butler-Cote™ finish system extensive knowledge of local resists chalking/fading and is backed by a 25-year building codes warranty on painted panels Available 10-year weathertightness warranty Maximize your building's underscores the performance performance with a complete Butler® system solution Other Butler Manufacturers Innovative structural, wall and roof systems Self-Driller Lock-Rivet" Precision-engineered for Sealant Sealant seamless integration NO Return leg Return leg Butler Manufacturing BUTLER Kansas City, MO 816-968-3000 www.butlermfg.com Butler building products are constantly being improved; therefore, the information contained herein is subject to change without notice. Before finalizing project details, contact your nearest Butler Builder® or Butler Manufacturing for the latest information. Kynar 500 is a registered trademark of Arkema. Hylar 5000 is a registered trademark of Solvay Solexis. IAS is a subsidiary company of the International Code Council. USGBC is registered trademark owned MBMA FM IAS by the U.S. Green Building Council and is used by permission. ©2021 BlueScope Buildings North America, Inc. All rights reserved. Butler Manufacturing" is a division of MEMBER APPROVED ACCREDITED BlueScope Buildings North America, Inc. Find your independent Butler Builder at www.butlermfg.com. MEMBER AC472 Form No. 4264 1/21 Butler Tier I Classic™ Buildings Explore The Butler Difference BUTLER R PROVEN JUDD MAIL BUILDING QUALITY. Since 1901, Butler Manufacturing has built a reputation as the leading producer of metal building systems that keep out the weather and look like new years after they are built. The Tier I Classic™ building Flexible Designs system is one of these systems. It offers a competitive price with Butler Tier II Classic building systems a short lead time and with the are available in a wide variety of slopes, Butler quality you expect. widths, and heights. You may also choose an array of accessories to make your Whether you need a building for building more functional and attractive. storage, production processes, or These include: at-eave overhangs and even for retail or commercial use, canopies, gutters and downspouts, we can design a Butler building to overhead doors, personnel doors, and meet your needs. interior liner panels. 2 BUTLER Butler Tier I Classic Buildings ING SERVICES Butlerib® II Shadowall™ 3' wide panel 3 wide panel Corrugations 12" on center Corrugations 12" on center 1-1/2" high corrugation 1-7/16" high corrugation Butler Tier I Classic™ Building System Parameters 1/4:12 to 4:12 Roof Slope Straight or Tapered columns Rod, portal frames, or diaphragm bracing options Butlerib® II or MR-24 roof panels in standard colors and gages Butlerib® II or Shadowall"wall panels in standard colors and gages Wall At or below eave canopies Standard trims and accessories available ROOF 10'-30' 30'-750' EAVE HEIGHT 20'-250' BAYS TO 32' 120' MAXIMUM CLEARSPAN 3 BUTLER Applications The Ultimate Solution Each Tier I Classic™ building is engineered and manufactured to meet local building codes, and you can be confident it will provide years of low-maintenance ownership. Several nationally recognized companies rely on Butler to meet their construction needs. Whether your needs are complex or basic, nationwide or local, a Butler® building system can enhance your operation with an affordable and attractive solution. Agricultural/Farm Buildings Thousands of satisfied customers have built cost-effective pre- engineered Tier I Classic™ buildings. From elaborate dairy and livestock barns to roof-only structures, a Tier I Classic building can be equipped to support your entire agricultural operation. You can even choose a multi-use facility for your specific application to maximize your space and budget. Durable Tier I Classic steel buildings are not susceptible to mold and termite infestation, as found with wood frame buildings. Community Buildings Tier I Classic community buildings are competitively priced, attractive, low-maintenance solutions for gymnasiums, fire departments, community park shelters and more. Your Butler Builder® can help you design a Tier I Classic building that is uniquely tailored to your specific community building needs. 4 YOU HAVE IDEAS. WE HAVE SOLUTIONS. Warehouse/Distribution Buildings Retail/Office Buildings A Tier I Classic building can meet your desired Tier I Classic commercial building solutions can be requirements for your warehouse/distribution facility. specified to meet almost any project requirement. You From a trucking terminal with multiple overhead door can incorporate not only metal wall panels into your bays to product storage space, Tier I Classic is an facility, but also brick, block, stucco, and veneer up to a 8' efficient and economical building solution. A variety of wainscot. accessories and framing options are also available to accommodate your interior space needs. Additionally, you can choose from the Butler-Cote™ finish system selection of paint colors to create the perfect image for your company. CAT 5 Roof and Wall Systems Roof Systems Butlerib II MR-24 24" 36"- 12" 12" 12" 2-3/4" 1-1/2" 2-3/8" Butlerib Il MR 24® APPLICATIONS Agricultural, Commercial, Industrial Commercial, Industrial SLOPE Minimum 1/2:12 Minimum 1/4:12, Maximum 4:12 SUBSTRUCTURE Open framing or solid substrate Open framing or solid substrate PANEL COVERAGE 36" 24" RIB HEIGHT 1-1/2" 2-3/4" MATERIAL 26-gauge or 24-gauge 24-gauge FINISH Galvalume® or Kynar® finish Galvalume® or Kynar® finish Liner Panels Liner Panel Available in either Butlerib It or MOD-36 in an 8' standard length, or up to full wall height, with an unpainted Galvalume® or Butler-Cote™ finish. (Interior white color standard for MOD-36) MOD-36 Liner APPLICATIONS Interior wall liner PANEL COVERAGE 36" PROFILE DEPTH 1/2" MATERIAL 28-gauge solid steel 36° FASTENING SYSTEM Exposed 3" FINISH Interior white 1/2" 6 MOD-36 Liner Panel FIELD PROVEN DESIGNS BUILT TO LAST Integrity Means Everything Butler is known for its design integrity in the building systems industry. We go to great lengths to assure that our buildings are certified to the highest design and manufacturing standards and comply with all applicable codes. You can also take comfort in knowing that all Butler® products are thoroughly tested to assure consistently superior quality. A Building That Performs Reliable Roof Protection You can count on Butler to provide the best materials available. The MR-24 and Butlerib Il roof systems both offer an attractive Our standard exterior finish is Butler-Cote, a fluoropolymer finish combination of protection, beauty, and affordability. The MR- system (a full strength, 70% Kynar 500 or Hylar 5000® finish). 24 roof system is a standing-seam roof system that delivers The Butler-Cote finish will resist chalking and fading better than high-performance and weathertight protection. It acts like a industry-standard coatings and is backed by a 25-year warranty. monolithic steel surface covering your entire building. Because the MR-24 roof system is metal and moves freely with the BUTLER FINISH VS. OTHER MANUFACTURERS forces of expansion and contraction, additional insulation Butler-Cote" Industry thicknesses will not cause roof deterioration as commonly (10 yr. exposure) Standard happens with conventional built-up roofs. The Butlerib II is the Silicone Polyester best thru-fastened roof system in the industry. (10 yr. exposure) The Industry's Strongest Metal Panels SEALANT The deep one-and-one-half-inch corrugation on the Butlerib® Il PURLIN BEARING RETURN LEG roof panels offer the strongest panel configuration available. This configuration provides substantially more resistance to wind uplift To provide added support against roof traffic, Butlerib II roof and roof traffic than any other panel. panels incorporate a "return leg" on all sidelap connections. Roof panel systems without a return leg often separate under BUTLER PANELS VS. OTHER MANUFACTURERS fastener installation or roof-traffic pressure, increasing the Buller probability of roof failure and leaks. With either roof system, 1-1/2" you'll save on roof maintenance costs and headaches. A Builder You Can Trust Other Manufacturers 1-1/8" No aspect of The Butler Difference is more important than the Butler Builder®. Today, there are more than 1,000 Butler Builders in North America. Visit www.butlermfg.com to find the Butler Builder near you. 7 Experience the Butler Difference. Butler Builders-offering single- source responsibility and complete construction services. Find your local Butler Builder at www.butlermfg.com. High-performance products- such as acrylic-coated galvanized C/Z purlins and girts, and structural and wall systems that integrate easily with conventional building materials. Butler-Cote finish-only Butler offers this superior full-strength Kynar 500 or Hylar 5000 Fluoropolymer finish system as the standard exterior finish on all painted panels and trim. Butler Manufacturing Kansas City, MO BUTLER 816-968-3000 R www.butlermfg.com Butler building product Is are constantly being improved; therefore, the information contained herein is subject to change without notice. Before finalizing project details, contact your nearest Butler Builder on Butler Manufacturing for the latest information Kynar 500° is a registered trademark of Arkema. Hylar 5000° is a registered trademark of Solvay Solexis. MBMA FM IAS The USGBC logo is a registered tradetnark owned-by the U.S. Green Building Council and is used by permission. MEMBER APPROVED ACCREDITED D 2021 BlueScope Buildings North America, Inc. All rights reserved. Butler Manufacturing" is a division of NEWBER AC472 BlueScope Buildings North America, Inc. Find your independent Butler Builder at www.butlermfg.com Form No. 4999 3/21 Butler-Cote TM Finish System For Butler® Building Systems BUTLER TM Butler-Cote Finish System for Butler® Building Systems All Butler-Cote™ fluoropolymer finishes have a Solar Reflectance Index of 29 or greater. Roof Systems MR-24 AND CMR-24 ROOF SYSTEMS Cool Solar White 22 & 24 ga. Cool Ivory White 24 ga. Cool Shell Gray 22 & 24 ga. Cool Emerald Green 24 ga. Cool Ocean Blue 24 ga. Cool Brick Red 24 ga. Cool Harvest 22 & 24 ga. VSR II" ROOF SYSTEM Cool Solar White 24 ga. Cool Igloo White 24 ga. Cool Ivory White 24 ga. Cool Shell Gray 24 ga. Cool Country Wheat 24 ga. Cool Desert Beige 24 ga. Cool Gray Stone 24 ga. Cool Marsh Green 24 ga. Cool Emerald Green 24 ga. Cool Palm Green 24 ga. Cool Ocean Blue 24 ga. Cool Majestic Blue 24 ga. For color, gauges, or color/panel combinations Cool Brick Red 24.ga. Cool Harvest 24 ga. not shown, additional BUTLERIB® II ROOF SYSTEM charges apply and a minimum order Cool Solar White 24 & 26 ga. is required. Cool Shell Gray 26 ga. Cool Emerald Green 26 ga. MODULEZE™ Il SOFFIT COLORS BUTLER Cool Solar White Cool Ivory White Cool Birch White Cool Shell Gray Cool Desert Cool Harvest 24 ga. 24 ga. 24 ga. 24 ga. Beige 24 ga. 24 ga. BUTLER @ Wall Systems SHADOWALL BUTLERIB® II, STYLWALL® II FLAT AND FLUTED WALL SYSTEMS, AND MOD-36 (GABLE TRIM, EAVE TRIM, GUTTER AND DOWNSPOUTS) Cool Solar White* Cool Igloo White* Cool Ivory White* Cool Birch White* Cool Shell Gray* Cool Country Wheat* Cool Desert Beige* Gool Gray Stone Gool Emerald Green Cool Ocean Blue Cool Majestic Blue Gool Brick Red Cool Harvest* Cool Onyx Black (Trim Only) Gool Marsh Green Cool Palm Green BUTLER THERMAWALL™ WALL SYSTEM Cool Solar White Cool Birch White Cool Shell Gray Cool Country Wheat INTERIOR FINISH COLORS (NOT FORMULATED FOR EXTERIOR USE) Light Gray (Butlerib® II roof & Igloo White (Butler Ther- Interior White (CMR-24® wall, StylWall® II Fluted, mawall"& TextureWall") Liner and MOD-36 in 22 or Shadowall, MR-24, VSR II" USDA-approved 28 gauge only) and MOD-36) GAUGE AVAILABILITY Butlerib® II & Shadowall 26 gauge StylWall II Flat 26 gauge StylWall II Fluted 24 gauge MOD-36 22, 24, 26, and 28 gauge Trim - 26 gauge *Also available in 24 gauge for Butlerib® II, Shadowall and MOD 36 All color selections are close representations, but are limited by processing and viewing conditions. Lead times may vary by product selection. Contact your Butler Builder® for more information. A Commitment to Building Green All standard Butler-Cote™ 25-year and dated. Our 25-year warranty fluoropolymer color finishes feature guarantees that, on roof and wall a Solar Reflectance Index (SRI) of 29 panel standard colors, chalking FLUOROPOLYMER FINISH VS. or greater. will not exceed a rating of #8 and SILICONE POLYESTER AFTER 8 YEARS OF WEATHERING. fading will not exceed 5ДЕ color Enhance and Protect difference units. The warranty also the Beauty covers peeling, cracks, or chipping Butler-Cote" Industry Standard Fluoropolymer Silicone Polyester The standard exterior paint finish of the paint finish. Finish Coating for all Butler panels and trim is the Butler-Cote system, consisting While many manufacturers' Original Color of a full strength 70% Kynar 500 warranties are prorated after a or Hylar 5000® PVDF resin-base certain period of time, we offer our fluoropolymer finish. Butler-Cote roof and wall panel Level of Chalking warranty for a full 25 years-with Allowable Within Warranty Terms The Butler-Cote system resists no prorating. It's a testament to our high performance standards. Warranty Period 25 years 10 years the chalking and fading that often leaves a building looking drab BUTLER-COTE FINISH SYSTEM SOLAR REFLECTANCE DATA Available Standard Initial Initial Solar Reflectance "Cool" Colors Solar Reflectance Emittance Index (SRI) Cool Solar White 0.76 0.84 93 Cool Igloo White 0.64 0.84 76 Cool Ivory White 0.63 0.83 74 Cool Birch White 0.64 0.84 77 Cool Shell Gray 0.55 0.84 63 Cool Country Wheat 0.61 0.84 72 Cool Desert Beige 0.49 0.84 55 Cool Gray Stone 0.37 0.85 39 Cool Marsh Green 0.34 0.85 35 Cool Emerald Green 0.30 0.85 30 Cool Palm Green 0.30 0.84 29 Cool Ocean Blue 0.33 0.84 33 Cool Majestic Blue 0.30 0.84 29 Cool Brick Red 0.34 0.85 35 Cool Harvest 0.32 0.84 32 Cool Onyx Black 0.30 0.84 29 Galvalume® Plus 0.70 0.84 84 Butler Manufacturing Kansas City, MO BUTLER MBMA 816-968-3000 ENERGY STAR MEMBER PARTNER ACCREDITED MEMBER AC472 www.butlermfg.com Buller® building products are constantly being improved, therefore, the information contained herein 15 subject 10 change without notice Before finalizing project details contact your nearest Buller Builder or Butler Manufacturing for the latest information Kynar 500 is a registered trademark of Arkema Hylar 5000 is a registered trademark of Solvay Solexis USGBC logo is a registered trademark owned by the US Green Building Council and is used by permission Energy Star is a registered trademark of the United States EPA D 2020 BlueScope Buildings North America, Inc All rights reserved Butler Manufacturing is a division of BlueScope Buildings North America Inc Find your independent Butler Builder al butlerbuilder com Form No. 4828 9/20 ## Table 1 | Conder Construction | 85000.00 | | --- | --- | | Quinn Construction | 117,700.00 | ## Table 2 | State of Tennessee | 3665120780 VOID | | --- | --- | ## Table 3 | | | | | --- | --- | --- | | | INSURER(S) AFFORDING COVERAGE | NAIC # | | INSURER A: | National Trust Insurance Company | 20141 | | INSURER B: | FCCI Insurance Company | 10178 | | INSURER C : | | | | INSURER D: | | | | INSURER E: | | | | INSURER F : | | | ## Table 4 | | THIS IS TO CERTIFY THAT THE POLICIES INDICATED. NOTWITHSTANDING ANY CERTIFICATE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH | OF REQUIREMENT, PERTAIN, | POLICIES. | INSURANCE LISTED BELOW HAVE BEEN TERM OR CONDITION OF ANY THE INSURANCE AFFORDED BY LIMITS SHOWN MAY HAVE BEEN | ISSUED TO CONTRACT OR THE POLICIES REDUCED | THE INSURED OTHER DESCRIBED BY PAID CLAIMS. | NAMED ABOVE FOR THE DOCUMENT WITH RESPECT HEREIN IS SUBJECT TO | POLICY PERIOD TO WHICH THIS ALL THE TERMS, | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | INSR | TYPE OF INSURANCE | ADDL INSR | SUBR WVD | POLICY NUMBER | POLICY EFF (MM/DD/YYYY) | POLICY EXP (MM/DD/YYYY) | LIMITS | | | LTR | [X] COMMERCIAL GENERAL LIABILITY | | | CPP10003996202 | 02/15/2021 | 02/15/2022 | EACH OCCURRENCE | $1,000,000 | | A | [X] | | | | | | DAMAGE TO RENTED PREMISES (Ea occurrence) | $100,000 | | | [X] CLAIMS-MADE OCCUR PD Ded:500 | | | | | | MED EXP (Any one person) | $5,000 | | | | | | | | | PERSONAL & ADV INJURY | $1,000,000 | | | GEN'L AGGREGATE LIMIT APPLIES PER: | | | | | | GENERAL AGGREGATE | $2,000,000 | | | [X] [X] PRO- | | | | | | PRODUCTS- COMP/OP AGG | $2,000,000 | | | POLICY JECT LOC | | | | | | | $ | | A | OTHER: AUTOMOBILE LIABILITY | | | CA10001050804 | 02/15/2021 | 02/15/2022 | COMBINED SINGLE LIMIT (Ea accident) | $1,000,000 | | | [X] | | | | | | BODILY INJURY (Per person) | $ | | | ANY AUTO OWNED SCHEDULED | | | | | | BODILY INJURY (Per accident) | $ | | | [X] [X] AUTOS ONLY AUTOS HIRED NON-OWNED | | | | | | PROPERTY DAMAGE (Per accident) | $ | | | AUTOS ONLY AUTOS ONLY | | | | | | | $ | | B | [X] [X] UMBRELLA LIAB | | | UMB10002255803 | 02/15/2021 | 02/15/2022 | EACH OCCURRENCE | $5,000,000 | | | OCCUR EXCESS LIAB CLAIMS-MADE | | | | | | AGGREGATE | $5,000,000 | | | [X] RETENTION $10000 | | | | | | | $ | | | DED WORKERS COMPENSATION | | | WC0100066606 | 02/15/2021 | 02/15/2022 | [X] PER OTH- STATUTE ER | | | B | AND EMPLOYERS' LIABILITY Y/N PROPRIETOR/PARTNER/EXECUTIVE | | | | | | E.L. EACH ACCIDENT | $500,000 | | | ANY OFFICER/MEMBER EXCLUDED? N | N/A | | | | | E.L. DISEASE - EA EMPLOYEE | $500,000 | | | (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below | | | | | | E.L. DISEASE - POLICY LIMIT | $500,000 | | | | | | | | | | | ## Table 5 | Have all employees hired prior to the date of this application been provided at least one hour of substance abuse training? | [X] Yes | No | | --- | --- | --- | | Have all employees hired prior to the date of this application been informed of your company's drug free program policies? | [X] Yes ( | No | ## Table 6 | Owner/Officer's Signature and title Lance Printed name | Date | | --- | --- | | W. Wheaton | 8/12/2020 | ## Table 7 | TO: | Quinn Construction Corporation Attention: Will Quinn | | --- | --- | | FROM: | Lance Wheaton, Tennessee Drug-Free Workplace Program | | SUBJECT: | Drug-Free Workplace Application | | DATE: | Aug 12, 2020 | ## Table 8 | | I - | D4 | I I | I | BOL C | | --- | --- | --- | --- | --- | --- | | | TO D3 | | Ed | TO | | | 20' | | | | | 188.00 20'-0" | | 20'-0" -0" | | | | | | | | | | | | | | | | | | | 1 | | | I | | | I | -0-101 B | | | 20 | | | 30 | =0 | | 20'-0" w | | | | | - 20'-0" | | | TO go | | EO | to | | | | I I | | I | I | BL A | | | | 50 | | | | ## Table 9 | | | | | | 1 | | --- | --- | --- | --- | --- | --- | | BL | | | T FBX001 | 141 RBK002 I | | | | | DCC001 40-167 | | | DCC002 | | PRIMARY AND ROOF BRACING PLAN | 40 0-10 109 | CX001 20'-0" 20 0" | I REX003 I CX603 LOLZSBED 64 REX005 | RBX004 - 64 03RS27 10 0. RBX004 Pet | 2 CX002 3 | | | | 100X3 19'-0" 19 0" | | RBX002 | CX002 | | | | X | 1 REX001 и - | I | 4 | | 18 | | DCC001 | 20'-0" | DCC004 20'- 0" | DCC002 | ## Table 10 | CERTIFICATE | GEB2033 | EAP2 | | --- | --- | --- | | RBX002 | | 31 | | PFC51 | | | | | | | | | | | | | DCC002 | | ## Table 11 | | | RBX000 | | | | --- | --- | --- | --- | --- | | HE | RBX003 | | | | | | CX001 | CX002 | | | ## Table 12 | Id | Qty | Grade | Bult Dia. | Bolt Length | Place Thick. | Rows Out | Rows In | PartNo | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | A | 6 | A325 | 3/4" | 2 1/2" | 3/8" | 2 | 1 | 0097284 | | B | 6 | A325 | 3/4* | 2 1/2" | 3/8" | 1 | 2 | 0097284 | | C | 5 | A325 | 3/4" | 2 1/2" | 1/2" | es | 3 | 0097284 | ## Table 13 | | REX004 | | | | --- | --- | --- | --- | | # | REX005 | | | | | | | (2)0re2050 | | | TOOKS CX002 | | | ## Table 14 | Id | Qty | Grade | Bolt Dia. | Bolt Length | Plate Thick. | Rows Out | Rowe In | PurtNo | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | A | 6 | A325 | 3/4" | 2 3/2" | 3/8" | 2 | 1 | 0097284 | | 8 | G. | A325 | 3/4" | 2 1/2" | 3/8" | 1 | 2 | 0097284 | | C | 6 | A325 | 3/4" | 2 3/2" | 2/2" | 2 | I | 0097204 | ## Table 15 | GFB2033 GFH2033 | | | --- | --- | | | EAP2 | | | | | RBX002 | " | | | | | | | | | GOW1 | | DCC002 | GCW1 | ## Table 16 | Id | Qty | Grade | Belt Dia. | Bolt Length | Place Thick. | Rowe Out | Rows In | PartNo | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | A | 6 | A325 | 1/2" | 1 1/2" | 1/4" | 2 | 1 | 49080 | | B | 4 | A325 | 1/2" | 1 -1/2" | - | 1 | , | 49080 | ## Table 17 | | TRIBE | ZEINT | | | | 1R131 | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | 1 | - | 14 I | 1 | | -- : | 1 | T | # C | | | [X] in | 4 | | | [X] | 4 | | | | | | | | | | | | | | 02 | | | | | | | 2 | | | | | | | | | to | | | | | D | 13 2 | | | | 22 22 | | B | | | 3 | | | | | | | | | 2 | | | | | | | [X] to | | | | ils | [X] its | | | | [X] - | | | | [X] I | [X] - - | [X] ** 1 | | | se 1 - | 12 | [X] 1 | BL A | | | TR281 | 18282 | | | | | | | ## Table 18 | | | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | 1 | | | | | | | E | | 1 | 2 | | / | III | 5 | | | | | | | 00220863 | 3 | 3 | 0 | | | | | 5'-0" | | | | | | | | | | | 16'-4" | | | $ | | 1 | 2 | | 2 | 1 | | | | 09-11 | | | | | 3 | 12'-0" | E | | | ## Table 19 | 4 | | 3 2 | 1 | | --- | --- | --- | --- | | [X] 2 | | | | | 5 5'-0" | | | | | 16' -4 16'-4" | | | | | 7'-6" in | | -03R52506 | | | | 1W2B1 | 1W282 | 19203 | | | 19' 0" | 20'-0" | 19'- 0" | | Parc Schedule | | The 60'-0" | - | | Qty Length] 2 25'- -6' | retail BR0102 | | | ## Table 20 | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | [X] | | a | | 10 | | 3 | | | 5'-0" | | | | | | | | | 16'-4' | | [X] C | | 1 | | 1 | | CO | | | 71-6" | | | | | 03R02300 | | | | medule | Length 23'-0" | | Detai BR1 | 1 481, BR02K1 | IW330 | 1W3B1 | | | ## Table 21 | | , | | | 2 | P | -0-,00 | * | | | 0 | worker 12 | | D | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | CREMI | | | | LW4B2 | | | TORMI | | TEXAS | | | | | | | 3 | | 2 | | 2 | N | | | | 2 | | 2 | | | | | | | | | | | CX003 | | | | | | 71-6" | | | | | 12'-0" | | | | 12'-0" | | | | | 12'-0" | | | | | | | | | | | | | | | | | | | | | 7 | | | I | FOID T | | e | | | 19 | | | D | -7-.97 | | | | | | | | | | | | | | | | 5'-0" | | | L | 4 $ £ | 2 | 20 Y | X | 2 N LLC | 2 2 I | | | 0 | 12 X | 2. | 2 1 | 2 | | | | | | | | | 090884H | | I | | | | | as | ## Table 22 | | | 48/5 I-,91 | | | | | --- | --- | --- | --- | --- | --- | | | | | OF SI | | BL | | | | 8/5 $-197 | 12 T4 | 1 | | | UP/E wb/t $2 ⑉⑈⑇8 LIVE | 9-10 6-16 (4) #3 T2 0-15 E-15 | | IL | 12'-0" | AT 1. | | | we/s | L-ILT #2 | IL | | ELEVATION | | | | 48/5 6-101 | | -0" 40'-0" | | | | | 8/9 9-.61 | | | COVERING | | | | -8/5 E-ill | T3 | -0" 24'-0" | | | T7 | | a8/C 0-121 (7) 41 | | | | | | | 8/5 6-,9T | | | | | | | -8/5 9-191 | | | | | | | -8/5 E-.91 | | | BL | ## Table 23 | Z.L | | | | | 25 | | | | | IL | | | | | TS | | | | | To 16'-4" 16 | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | St | (02) | | | | | | | | | | | ## Table 24 | | | | | 14 | | | | | | | TS | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | 07-191 | 16'-3 5/8" | 161-6 5/6" | 16 -9 9/8* | 17'-0 5/8* (7)#6 | 17**3 5/8" | 17'-6 5/8* | 171-9 5/8* | 17'-7 5/8* | 12'-4 5/8- | 17'-1 5/8" | 16'-10 5/8* (7)17 | 161-7 5/8* | -8/5 0-,91 | | 161-1 578* | | T3 | | | | | | | ml | | | | | | | | T2 | ## Table 25 | | | | | | (3) #9 T2 | | | | | | (4) #9 72 | | | | | | (3119 T2 | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | 4* | | (2)#8 | | | | | | | (31#8 | | | | | (3) #8 | | | | | | (2148 | | 16 15'-4" | | | | | | | | | | | | | | | | | | | | | | | 70 13 | T1 | | | | 37 | TI | | T4 | IS | | 11 | | T4 | IS | is | | | T1 | 73 T5 | ## Table 26 | Builder Information | | | | | --- | --- | --- | --- | | Builder | | Contact | | | Name: | Quinn Construction | Name: | Will Quinn | | | Corporation | | | | Address: | 2282 Old Decaturville Road | Phone: | (731) 847-6313 | | | Parsons, Tennessee 38363 | Cell: | (731) 549-4796 | | | Decatur | Fax: | (731) 847-6315 | | | United States | Estimator: | Will Quinn | | | | Email: | minuteman3@tds.net | | Account Number: | 204103901 | | | ## Table 27 | Project Information | | | | --- | --- | --- | | Hickman County Storage Building | | | | Site Location | Region/Plant | | | Hwy 100 | Region: | East | | Centerville, Tennessee 37033 | Shipping Plant: | Rainsville, AL | | Hickman | Settings | | | United States | Site Type: | New Construction | | | Pricing Type: | Tier I Classic | | | Request Type: | Purchase Order | | | Effective Date: | 4/12/2021 | | Elevation | Warranty Options | | | Finish Floor Elevation: 0" | Material/Finish: | 3-Year Standard | | Special Requirements | Suppliers | | | Tension Control Bolts: No | Insulation Vendor: | Bay | ## Table 28 | Finish Floor Elevation: | 0" | | --- | --- | | Width Extension: | No | ## Table 29 | Wall 1: | 40' 0" | | --- | --- | | Wall 2: | 60' 0" | | Wall 3: | 40' 0" | | Wall 4: | 60' 0" | ## Table 30 | Unit Size | | | --- | --- | | Left Slope: | 1.0000 | | Right Eave: | 16' 4" | | Right Slope: | 1.0000 | ## Table 31 | Codes & Loads | | | | | --- | --- | --- | --- | | Building Code: | IBC15 | International Building Code - | 2015 Edition | | Pricing Code: | IBC15 | International Building Code - | 2015 Edition | | General | | Wind Loads | | | Use Category: II (Standard | Occupancy Structure) | Ultimate Wind Speed (mph): | 115.0 | | Roof Loads | | Nominal Wind Speed (mph): | 89.1 | | Live Load (psf): | 20.00 (reducible) | Wind Enclosure: | Enclosed | | Ground Snow Load (psf): | 0.00 | Wind Exposure: | B | | Calculated Roof Snow (psf): | 0.00 | Wind Importance Factor: | 1.00 | | Specified Min. Roof Snow: | No | Basic Wind Pressure (psf): | 20.16 | | Roof Surface Condition: | Unobstructed, Slippery Roof | Hurricane Prone Region: | No | | Roof Exposure: | Fully Exposed | Wind-Borne Debris Region: | No | | Thermal Condition: | Unheated | Impact Resistant Covering: | No | | Snow Importance Factor: | 1.00 | Seismic Loads | | | Collateral Load (psf): | 3.00 | Soil Profile: | Stiff Soil (D,4) | | Collateral Load Desc: | Lighting, Misc. | Seismic Ss (%): | 37.5 | | | | Seismic S1 (%): | 17.1 | | | | Seismic Importance Factor: | 1.00 | | | | Seismic Design Category: | C | ## Table 32 | Wall | Frame | Position | Spacing | | --- | --- | --- | --- | | 4 | Pinned Endwall #1 | 0" | 0" | | | Clearspan #1 | 20' 0" | 20' 0" | | | Clearspan #1 | 40' 0" | 20' 0" | | | Pinned Endwall #2 | 60' 0" | 20' 0" | ## Table 33 | Pinned Endwall #1 | | | --- | --- | | Frame | | | Type: | Pinned Endwall | | Span: | 40' 0" | | Angle: | 90 | ## Table 34 | Column, Wall 4 | | | | --- | --- | --- | | Offset: | Match Girts | | | Shape: | Straight | | | Type: | Standard | | | Elevation: | 0" | | ## Table 35 | Offset: | Match Girts | | --- | --- | | Shape: | Straight | | Type: | Standard | | Elevation: | 0" | ## Table 36 | Clearspan #1 | | | --- | --- | | Frame Type: | Clearspan LRF | | Page: 2 of 7 | File: Hickman County Storage Building.advc Unit: Unit 1 - Storage BuildDage: 6/1/2021 Time: 2:04 PM | ## Table 37 | Span: | 40' 0" | | | | --- | --- | --- | --- | | Angle: | 90 | | | | Column, Wall 4 | | Column, Wall 2 | | | Offset: | Match Girts | Offset: | Match Girts | | Shape: | Tapered | Shape: | Tapered | | Type: | Standard | Type: | Standard | | Elevation: | 0" | Elevation: | 0" | | Knee Plate Orientation: | Determined by System | Knee Plate Orientation: | Determined by System | ## Table 38 | Offset: | Match Girts | | --- | --- | | Shape: | Straight | | Type: | Standard | | Elevation: | 0" | ## Table 39 | | Bracing | | Locations | | | --- | --- | --- | --- | --- | | Roof | Roof Rods | Wall | Bays | | | | | 4 | 1 | | | | | | 2 | X | | | | | 3 | | | Wall 1 | Wall Rods | | Sections | | | | | | 1 | X | | | | | 2 | | | Wall 2 | Wall Rods | Bay | Sections | | | | | 1 | 1 | | | | | 2 | 1 | [X] | | | | 3 | 1 | | | Wall 3 | Wall Rods | | Sections | | | | | | 1 | | | | | | 2 | [X] X | | Wall 4 | Windposts | Bay | | Sections | | | | 1 | 1 | | | | | 2 | 1 | L | | | | 3 | 1 | | ## Table 40 | Roof Structurals | | | | | --- | --- | --- | --- | | Purlins | | | | | Type: | Zee | | | | Depth: | 8 1/2" | Supply clips at all purlin-to-structural connections: | No | | Connection Type: | Continuous | Always supply at least one row of channel | Yes | | Clip Type: | Welded (only when design requires clips) | purlin braces: | | | Spacing: | Standard | | | | Punched: | No | | | ## Table 41 | Surface | | Description | | Punched | | | --- | --- | --- | --- | --- | --- | | Wall 1 | All Girts | | | Sec 1 | No | | | | Shape: | Zee | Sec 2 | No | | | Consolidate Girts: No | Depth: | 8 1/2" | | | | | | Connection Type: | Continuous | | | | | | Clip Type: | Welded | | | | | | Bracing Type: | Channel Bracing | | | | | | Spacing: | Standard | | | | Wall 2 | All Girts | | | Bay 1 | No | | | | Shape: | Zee | Bay 2 | No | | | Consolidate Girts: No | Depth: Connection Type: Clip Type: Bracing Type: Spacing: | 8 1/2" Continuous Welded Channel Bracing Standard | Bay 3 | No | | Wall 3 | All Girts | | | Sec 1 | No | | | Consolidate Girts: No | Shape: Depth: Connection Type: Clip Type: Bracing Type: Spacing: | Zee 8 1/2" Continuous Welded Channel Bracing Standard | Sec 2 | No | | Wall 4 | All Girts | | | Bay 1 | No | | | | Shape: | Zee | Bay 2 | No | | | Consolidate Girts: No | Depth: | 8 1/2" | Bay 3 | No | | | | Connection Type: | Continuous | | | | | | Clip Type: | Welded | | | | | | Bracing Type: | Channel Bracing | | | | | | Spacing: | Standard | | | ## Table 42 | Fasteners | | | --- | --- | | Panel-to-Panel: | SDS (T-1) 1/4"-14 X 7/8", 3/8" Hex Hd SS w/Washer | | Panel-to-Structural: | SDS (T-3) 1/4"-14 X 1-1/4", 3/8" Hex Hd w/Washer | | Painted to Match Roof: | No | ## Table 43 | Type:Blanket R-Value:Single Layer | R10 (=3") | | --- | --- | | Between Panel & Purlin: | 3" | ## Table 44 | Wall | Panels | Start | End | Sq Ft | | --- | --- | --- | --- | --- | | 1 | Butlerib® II #1 | 0" | 40' 0" | 543 | | 2 | Butlerib® II #1 | 0" | 60' 0" | 980 | | 3 | Butlerib® II #1 | 0" | 40' 0" | 687 | | 4 | Butlerib® II #1 | 0" | 60' 0" | 620 | ## Table 45 | Position: | Lapped Foundation | | --- | --- | | Closure: | Foam | | Trim: | Base | | Option: | Angle | | Base Trim Color: | Match Wall Panel | ## Table 46 | Facing Type: | None | | --- | --- | | Facing Tabs: | None | ## Table 47 | Wall | | Definition | | Type | Start | End | Length | | --- | --- | --- | --- | --- | --- | --- | --- | | 1 | Gable Trim #1 | | | Gable Trim | 0" | 40' 0" | 40' 0" | | 2 | Gutter #1 | | | Gutter | 0" | 60' 0" | 60' 0" | | | Downspout Qty | Distance (from eave) | Eave Condition | | | | | | | 4 | 16' 4" | At Wall | | | | | | 3 | Gable Trim #1 | | | Gable Trim | 0" | 40' 0" | 40' 0" | | 4 | Gutter #1 | | | Gutter | 0" | 60' 0" | 60' 0" | | | Downspout Qty | Distance (from eave) | Eave Condition | | | | | | | 4 | 16' 4" | At Wall | | | | | ## Table 48 | Gable Trim #1 | 80 In ft | | --- | --- | | Type: | Gable Trim | | Finish: | Butler-Cote | | High Wind Clip: | No | | Trim Color: | Cool Birch White Stocked | ## Table 49 | Wall | Accessory | Type | Position | Details | | --- | --- | --- | --- | --- | | 1 | 12 X 12 OH Door | Overhead Door Opening | 30' 0" Centerline 0" Bottom | | | 4 | 12 X 12 OH Door | Overhead Door Opening | 10' 0" Centerline 0" Bottom | | | | 12 X 12 OH Door | Overhead Door Opening | 30' 0" Centerline 0" Bottom | | | | 12 X 12 OH Door | Overhead Door Opening | 50' 0" Centerline 0" Bottom | | | Qty | Accessory | Type | Wall Panel | Details | | 1 | Pre-assembled Personnel Door #1 | Pre-assembled Personnel Door | Butlerib® II #1 | Mount Type: Flush Frame Depth: 8 1/2" Post Extension Reqd: No Liner Panel Trim Reqd: No | ## Table 50 | | | | --- | --- | | Opening | | | Width: | 12' 0" | | Height: | 12' 0" | | Additional Header: | No | | Vertical Jamb Lift: | No | ## Table 51 | High Jamb Lift: | No | | --- | --- | | Door Part Weight: | 0 | | Door Part Height: | 0" | | Overhead Clearance: | 0" | ## Table 52 | Crash Chains: | None | | --- | --- | | Kick Plates: | None | | Weatherseal: | Standard | | Hinge: | Chrome | | Crating: | Standard | | Closer: | Hager 5400 Medium Duty | | Hold Open Arm: | No | ## Table 53 | | | | --- | --- | | Type: | Hager Grade 2 Lever | | Latch Guard: | No | | Master Keyed: | No | | Keying Group: | Keyed Alike | | Best Small Format | No | | Interchangeable Core: | | ## Table 54 | Wall | Panels | Type | Channel Size | Start | End | Sq Ft | | --- | --- | --- | --- | --- | --- | --- | | 1 | Open | Open | | 0" | 40' 0" | 687 | | 2 | Open | Open | | 0" | 60' 0" | 980 | | 3 | Open | Open | | 0" | 40' 0" | 687 | | 4 | Open | Open | | 0" | 60' 0" | 980 | ## Table 55 | Add Beauty And Strength | Assure Fast And | Achieve Unmatched | | --- | --- | --- | | Butlerib® II wall panels feature a | Accurate Installation | Design Versatility | | full 1½-inch-deep corrugation for a clean, simple appearance and added strength. The panels are also available in a variety of material thicknesses, enabling you to balance the building's performance requirements with budgetary constraints. The Butlerib II wall panels feature a 1½" corrugation for additional strength. | ach Butlerib II wall system panel and supporting structure is available factory punched to assure precision and speed in the installation process. A variety of fastener options can be specified depending upon the project's aesthetic and security needs, including the Butler Scrubolt™ with twice the pull-out strength of industry standard fasteners. Add Strength And Performance A deep 1-1/2-inch corrugation makes the Butlerib Il roof panel one of the strongest standard ribbed panels in the industry. And the exclusive Butlerib II panel purlin bearing "return leg" provides added support at the panel sidelaps to withstand roof traffic. | Predesigned and factory-fabricated transition materials allow you to combine Butlerib II panels with a variety of Butler wall systems, conventional materials, doors, and/or windows without extensive field modifications. Enhance The Beauty And Durability All Butlerib Il wall panels feature the high-quality Butler-Cote™ premium finish. Made with a 70% Kynar 500 or Hylar 5000 resin, this incredibly durable coating resists fading and chalking to remain vibrant for years, unlike typical silicone polyester paints. Many attractive standard color options are also available. The Butler-Cote finish includes a 25-year warranty against chalking and fading. | ## Table 56 | | 26-gauge material | | --- | --- | | | Deep 1½-inch corrugation | | | Kynar 500 or Hylar 5000 Butler-Cote finish system with a 25-year warranty | | | Sealant groove assures weathertightness | | 36" 12" 12" 12" 1-1/2" | Available factory-punching of panels assures fast and accurate installation | ## Table 57 | | | | --- | --- | | YOU HAVE | | | IDEAS. WE HAVE | | | SOLUTIONS. | | | | | | | | ## Table 58 | | | | | --- | --- | --- | | CAT | | | | | | | | | | | | | | | | | | | ## Table 59 | | Butlerib Il | MR 24® | | --- | --- | --- | | APPLICATIONS | Agricultural, Commercial, Industrial | Commercial, Industrial | | SLOPE | Minimum 1/2:12 | Minimum 1/4:12, Maximum 4:12 | | SUBSTRUCTURE | Open framing or solid substrate | Open framing or solid substrate | | PANEL COVERAGE | 36" | 24" | | RIB HEIGHT | 1-1/2" | 2-3/4" | | MATERIAL | 26-gauge or 24-gauge | 24-gauge | | FINISH | Galvalume® or Kynar® finish | Galvalume® or Kynar® finish | ## Table 60 | | MOD-36 Liner | | --- | --- | | APPLICATIONS | Interior wall liner | | PANEL COVERAGE | 36" | | PROFILE DEPTH | 1/2" | | MATERIAL | 28-gauge solid steel | | FASTENING SYSTEM | Exposed | | FINISH | Interior white | ## Table 61 | VSR II" ROOF | SYSTEM | | | | | | | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | Cool Solar White | 24 ga. | | Cool Igloo White 24 ga. | Cool Ivory White 24 ga. | Cool Shell Gray | 24 ga. | | | | | | | | | | Cool Country Wheat | 24 ga. | | Cool Desert Beige 24 ga. | Cool Gray Stone 24 ga. | Cool Marsh Green | 24 ga. | | | | | | | | | | Cool Emerald Green | 24 ga. | | Cool Palm Green 24 ga. | Cool Ocean Blue 24 ga. | Cool Majestic Blue | 24 ga. | | | | | | | | | ## Table 62 | | | | | | --- | --- | --- | --- | | Cool Solar White* | Cool Igloo White* | Cool Ivory White* | Cool Birch White* | | | | | | | Cool Shell Gray* | Cool Country Wheat* | Cool Desert Beige* | Gool Gray Stone | | | | | | | Gool Emerald Green | Cool Ocean Blue | Cool Majestic Blue | Gool Brick Red | | | | | | | Cool Harvest* | Cool Onyx Black (Trim Only) | Gool Marsh Green | Cool Palm Green | ## Table 63 | | Butler-Cote" Fluoropolymer Finish | Industry Standard Silicone Polyester Coating | | --- | --- | --- | | Original Color | | | | Level of Chalking Allowable Within Warranty Terms | | | | Warranty Period | 25 years | 10 years | ## Table 64 | BUTLER-COTE | FINISH SYSTEM | SOLAR REFLECTANCE | DATA | | --- | --- | --- | --- | | Available Standard "Cool" Colors | Initial Solar Reflectance | Initial Emittance | Solar Reflectance Index (SRI) | | Cool Solar White | 0.76 | 0.84 | 93 | | Cool Igloo White | 0.64 | 0.84 | 76 | | Cool Ivory White | 0.63 | 0.83 | 74 | | Cool Birch White | 0.64 | 0.84 | 77 | | Cool Shell Gray | 0.55 | 0.84 | 63 | | Cool Country Wheat | 0.61 | 0.84 | 72 | | Cool Desert Beige | 0.49 | 0.84 | 55 | | Cool Gray Stone | 0.37 | 0.85 | 39 | | Cool Marsh Green | 0.34 | 0.85 | 35 | | Cool Emerald Green | 0.30 | 0.85 | 30 | | Cool Palm Green | 0.30 | 0.84 | 29 | | Cool Ocean Blue | 0.33 | 0.84 | 33 | | Cool Majestic Blue | 0.30 | 0.84 | 29 | | Cool Brick Red | 0.34 | 0.85 | 35 | | Cool Harvest | 0.32 | 0.84 | 32 | | Cool Onyx Black | 0.30 | 0.84 | 29 | | Galvalume® Plus | 0.70 | 0.84 | 84 |