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Scanned: 8/13/19 4168 Southpoint Parkway AULD R WHITE Suite 101 CONSTRUCTORS- Jacksonville, Florida 32216 TRANSMITTAL 904-296-2555 FAX 904-296-6990 TO City of Atlantic Beach DATE July 5,2016 Mr. Dan Arlington PROJECT City of Atlantic Beach Public Safety Building SUBJECT Remaining Items for permit We are sending you here with ®under separate cover❑the following documents: NO. NUMBER DATE TITLE OR DESCRIPTION PREPARED BY COPIES 0 S&S retaining wall plans,2 sets o Truss engineering, 2 sets o Engineering letter,2 sets o Energy Calculations, 2 sets o Product Approvals,2 sets o Email responding to wire/conductor type—2 copies 0 Details for Spray Foam Insulation—2 copies 0 2 permit sets (with Addendums# 1-3) GC C 0VF= D JUL - 8 2016 These documents are being submitted toyou: Lj For your use Lj Please sign. ❑For estimating purposes. ❑ For your approval. Please return( )copies"APPROVED"or"APPROVED ❑Approved. AS NOTED". ❑Approved as noted. ❑ Due to revisions. Please acknowledge receipt, advising if these revisions will ❑ For approval. Affect the contract price. ❑ For review and comment. ❑ Returned for corrections. ❑ For REMARKS AULD&WHITE CONSTRUCTORS, LLC COPIES TO PAUL HOFFMAN,Auld&White Constructors, LLC Melanie Hill Permitting Specialist CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 r rif1�r December 21, 2016 Auld& White Constructors, LLC Don Jacobovitz, PE, COAB Re: Outstanding inspection issues up to and including framing inspection. Request to install sheet rock on one side of interior walls cannot be approved, due to too many issues. Issues include: 1.. Trusses cannot be inspected due to different as-built truss package than approved trusses. Please submit two copies of revised truss package,with Revision Form, for plan review before truss inspection can be done. 2. Truss repair revisions cannot be inspected, due to the above issue and top chord of trusses are covered with spray foam insulation. Truss repairs that could be seen appear to be incomplete and/or insufficient. 3. Duct work does not match approved drawings. Please submit revisions for plan review. If duct work continues, leave places open to measure sizes. 4. The thermal barrier coating(DC-315) on the spray foam insulation is insufficient and cannot be approved. 5. Too many missing connection details at uplift points, including Details 1A/S1.2 and 4/S1.2. 6. The furring strips on both sides of exterior walls must be fireblocked,per FBC-B, Sections 718.2.6 and 1406.2.3. 7. This is not a complete list. Project supervision and/or punch list crew should inspect project for completeness and Code compliance, before calling for inspection. All revisions must be signed/sealed/dated and approved by plan review,prior to inspection, and be on site for inspections. Dan Arlington, CBO 247-5813 darlington@coab.us 1 JOHNSON AND ASSOCIATES ENGINEERING- June 23, 2016 Mr. Brian Yarbrough Clemons, Rutherford&Associates, Inc. 2027 Thomasville Road Tallahassee, Florida 32312 Re: Atlantic Beach Public Safety Building Renovation and Addition Atlantic Beach, Florida CRA Project No. 14079 Dear Mr. Yarbrough, ' This correspondence is our response to the Building Department Review Continents Item 5, dated December 28, 2015, and the Building Department Permit Notes Item 3, dated April 20, 2016, for the above referenced project. The existing structural systems remain in place with exception of the existing building south wall. At this location, a small portion of the existing roof framing is to be removed and replaced with new roof trusses. The work being performed will not adversely affect the structural integrity of the existing building framing systems. It is our opinion that the existing structure will support the new loads that are added at the new overbuild framing. Sincerely, Johnson&Associates Engineering 3 Bra Johnson, P.E. oet%' Florida Reg. 52284 121 Adris Place•Dothan,Alabama 36303 334-671-4783•Fax 334-793-6276 Paul Hoffman From: DJ Parker <DJParker@matern.net> Sent: -Tuesday, May 31, 2016 11:33 AM To: Brian Yarbrough Cc: Paul Hoffman Subject: FW: 2014-213_email_2016-05-30 Atlantic Beach Questions Brian, During the Pre-con meeting we received a couple of building department comments (#4 &#7). Here are the responses: ✓ #4: Re—Energy Calcs: We are going to drop off 3 signed and sealed sets of the mechanical energy calcs to A&W later today. .S #7: Re—Wire type: Cable types are called out in specification 26 05 19 para 2.1.A, B, C and D and para 2.2.A. General Notes on E0.1 and Mechanical Equipment Feeder Schedule on Sheet E6.4 covers cable and conduit sizing. Thank you, DJ Parker, CPD, LEED AP BD&C, QCxP Project Manager Matern Professional Engineering, Inc. Tel: 904.296.2911 Direct: 904-674-2627 Cell: 904-612-1166 MATO R N 1�em vyire/e" udtr P CRA 14076 SECTION 07 21 00 BUILDING INSULATION PART 1 -GENERAL 1.01 SUMMARY A. Section includes thermal insulation, acoustical insulation, and exterior wall insulation as indicated and/or specified complete. 1.02 Fire Performance Characteristics: Provide insulation materials identical to those whose indicated fire performance characteristics have been determined per ASTM E 119, ASTM E 84, and ASTM E 136, as applicable, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing and inspecting organization. 1.03 SUBMITTALS: Submit product data for each form and type of insulation indicated. 1.04 Insulation, including facing, exposed to the return air plenum, shall have a Flame Spread Index=25 or less and a Smoke Developed Index=450 or less when tested per ASTM E 84 or 1-11-8723. PART 2—PRODUCTS 2.01 ROOF INSULATION 1. Polyicynene Spray Insulation: Manufactured by Icynene, Inc. OR approved equal. Spray insulation shall be icynene, hydrophobic, low-density, open-cell modified polyicynene; conforming with the following: A. Thermal Resistance: ASTM C518; 3.6 hr/sq ft/degree F/BTU In. R-38 Minimum LTTR (Long Term Thermal Resistance)Value. B. Air Permeance (for 5.25 inches of material): ASTM E283; 0.0049 I/m2/second. C. Water Vapor Transmission (for 5 inches of mateial): ASTM E96; 10 perms. D. Sound Transmission Class (STC): ASTM E90; STC 37 in wood stud wall. E. Noise Reduction Coefficient(NRC): ASTM E90; NRC-0.7 in wood stud wall. F. Flame Spread and Smoke Developed rating:ASTM E84; Flame Spread <25; Smoke Development <450. G. Locations: Spray bottom of roof deck down to top of walls. H. Installation shall be in accordance with manufacturer's written application instructions. 2. Thermal Barrier for Polyicynene Spray Insulation: JM Spider Insulation manufactured by Johns Manville OR approved equal. Spray foam insulation to be sprayed over spray polyurethane foam (SPF) insulation providing a thermal barrier and shall conform with the following: A. Complying with ASTM E-84 and ASTM E-136. B. Must limit the average temperature rise of the SPF to not more than 250°F (120°C) after 15 minutes of fire exposure, complying with the standard time-temperature curve of ASTM E 119 or UL 263. The thermal barrier shall be installed in such a manner that it will remain in place for 15 minutes based on FM 4880, UL 1040, NFPA 286 or UL 1715. 2.02 EXTERIOR WALL INSULATION 1. Extruded Polystyrene Board Insulation: Rigid, cellular polystyrene thermal insulation with foil skin, formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C 578 for type indicated; with 5-year aged r-values of 5.4 and 5 at 40 and 75 deg. F (4.4 and 23.9 deg. C), respectively; per inch of thickness in manufacturer's standard lengths and widths; thicknesses as indicated. %"THICK. 2. Foamed-In-Place Insulation: Material shall be"Core-Fill 500" by Tailored Chemical Products Inc., (704) 322-6512, OR approved equal. Two component thermal insulation produced by combining a plastic resin and catalyst forming agent surfactant and complying with the following: A. Fire Resistance Ratings: Minimum four(4) hour fire resistance wall rating (ASTM E-119)for 8"and 12" CMU when used in standard two(2) hour rated CMU. B. Surface Burning Characteristics: Maximum flame spread, smoke developed and fuel contributed of 0, 5 and 0 respectively. (ASTM E-84). C. Combustion Characteristics: Must be non-combustible, Class A building material.(ASTM E-136). D. Thermal Values: R Value of 4.91 /inch @ 32 degrees F mean;ASTM C-177. E. Sound Abatement: Minimum STC rating of 53 and a minimum OITC rating of 44 for 8"wall assembly(ASTM E 90-90). Public Safety Building BUILDING INSULATION Revised Bid Set Atlantic Beach, FL 0721 00 - 1 15 January 2016 SECTION 07 21 00 - BUILDING INSULATION (continued): F. ilnstallation: Fill all open cells and voids in hollow concrete masonry walls where shown on drawings. The foam insulation shall be injected and spaced into block cells as recommended by manufacturer. After installation of foam insulation, patch holes with mortar and score to resemble existing surface. 3. Batt Insulation: A. Provide 3'/2"thick, R-13 faced fiberglass batt insulation at steel stud framing. B. Comply with ASTM C-665. 2.03 INTERIOR WALLS 1. Acoustical Insulation A. Mineral fiber sound batts, R-11, unfaced (non-combustibale). Flame spread -25 maximum as tested by ASTM #84-75. B. Acoustical insulation is required above ceilings at toilets, unless"full height" sound insulated walls are specified. STC rating shall be 45 to 51 in walls and ceilings.Vinyl backed insulation shall be used in open air plenum spaces. 2.04 Vapor Barrier: Provide vapor barrier at all exterior wood/metal stud construction and as indicated on drawings. Vapor barrier(6 mil) shall be"DURA-SKRIM 6WW" by Raven Industries, Inc. (800)635-3456 OR approved equal. Vapor barrier shall meet or exceed ASTM E 84 standard, Class 'A', and shall comply with the following: A. Perm Rating: 0.07 B. Tensile Strength: 42 Ibf. C. Elongation at Break: 450%. PART 3 -EXECUTION 3.01 GENERAL: Comply with insulation manufacturer's instructions for installation of insulation. A. Support insulation units by adhesive or mechanical anchorage or both as applicable to location and conditions indicated. 3.02 INSTALLATION A. Batt Insulation: Provide Batt insulation as indicated. Install insulation with edges butted snugly, leaving no open areas. Support securely with staples, clips, tape or fasteners, as required. Install in accordance with the manufacturer's directions and recommendations. 1. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage, to provide permanent placement and support of units.2. 2. At interior ceilings, where indicated, install on top of drywall or acoustical tile, as shown, fastening securely. Do not install insulation over light fixtures. Maintain 3" clearance from all light fixtures. 3. At exterior soffits and ceilings, install on cross runners. Wire tie and fasten to prevent sag. B. Wall Insulation: 1. Install as per manufacturer's specifications, using licensed and approved installers. C. Vapor Barrier: Overlap vapor barrier 6"and tape with 4" black seaming tape as recommended by manufacturer. END OF SECTION 07 21 00 Public Safety Building BUILDING INSULATION Coordination Atlantic Beach, FL 0721 00-2 15 January 2016 398 E. Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of American Steel Products "Hollow Metal Half Lite Outswing Doors" LMI for Florida Product Approval FL# FL20454 Report No. 4330 5" Edition Florida Building Code Method: 1 — D (Evaluation Method) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Hollow Metal Half Lite Outswing Doors Material: Steel Prepared For: American Steel Products 211 Broad Hollow Rd. P.O. Box 313 011111111111 Swainsboro, Georgia, 30401 4-. 0 % ��,�� Prepared by:Hermes F. Norero, P.E.Florida Professional Engineer# 73778Date: 05/09/16 44: Contents: �,. •'•"•.•••�G\=��` Evaluation Report Pages 1 —3 �i�� CONAL Digitally signed by Hermes F.Norero,P.E. Hermes� �o, P.E. Reason:I am approving this document Florida No. 73778 Date:2016.05.10 20:49:18-04'00' FL# 20454 BUILDING DROPS Date F 5/09/1 Date: 05/09/16 A Perfect Solution in Every Drop Report No: 4330 Certificate of Authorization:29578 Manufacturer: American Steel Products Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: Hollow Metal Half Lite Outswing Doors Max. 96"x 96" O.A. (XX) See ASP001 for Qualified Configurations Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for American Steel Products based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation Instructions ASP001,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing ASP001 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions ASP001 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 FL# BUILDING DROPS Date FL20454 Date: 05/09/16 A Perfect Solution in Every Drop Report No: 4330 Certificate of Authorization:29578 Qualification Agency: The manufacturer has demonstrated compliance in Accordance with the Florida Building Code and Florida Product Approval system for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation Management Institute (FBC Organization#: QUA1789). Performance Standards: The product described herein has been tested and impacted per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E331-00 • ASTM E283-04(12) • ASTM E1886-05 • ASTM E1996-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report#: NCTL-210-3999-01 Report Date:05/06/2016,signed & sealed by Gerard J. Ferrara, P.E. 2. Quality Assurance Entity: National Accreditation Management Institute (FBC Organization#:QUA1789) 3. Material Certifications Miami-Dade County Notice of Acceptance Lexan MR10 by SABIC Innovative Plastics Installation: Refer to Installation Instructions (ASP001)for anchor spacing, limits of use, and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (ASP001)for design pressures& ratings based on size, configuration, and glass types. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 6d2M16 Florida Building Code Online Business • Professional / • 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Businesf, Professional I Product Approval USER: Public User Reaulation F15,01.1111.NILF.= Product Approval Menu>Product or ADplication Search>Application Lis[>Application Detail FL# FL15960-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (717) 247-3638 tom_steckbeck@overheaddoor.com Authorized Signature MARK SAWICKI mark_sawicki@overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S. State Hwy 121, Suite 200 Lewisville,TX 75067 (469) 549-7031 mark sawicki@overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Email One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330) 763-8091 ccurrenc@wayne-dalton.com Category Exterior Doors Subcategory Roll-Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -/ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Mark Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gordon Thomas, P.E. I Validation Checklist- Hardcopy Received Certificate of Independence FL15960 R3 COI MS COI 02 20 15s.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM B-117 2003 ASTM E-8 2001 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://fioridabuilding.org/pr/pr_ppp_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHKoFBiNv2gC575NgIRgdOXQzaDMqp/o2baRt7g%3dp/o3d 1/2 6/29/2016 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15960 R3 Eauiv Eaual ASTM 8117 ms022315.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/23/2015 Date Validated 02/27/2015 Date Pending FBC Approval 03/06/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 15960.1 610, 620, 625 610, 620, 625 Rolling Steel Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15960 R3 II 300922 Installation Instruction Rollins Approved for use outside HVHZ:Yes Service Door 610.620,625.pdf Impact Resistant:Yes FL15960 R3 II 308573s.odf Design Pressure: +170/-170 Verified By: Mark Sawicki 72613 Other: For configurations of 170psf, 142psf, 85psf, and Created by Independent Third Party: No 61psf, refer to drawing 308573. Evaluation Reports FL15960 R3 AE Evaluation Report 02 20 15s.pdf Created by Independent Third Party: No Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® H] ucuritv•.0 ittu. https://floridabui ldirig.org/pr/pr_ppp_c tl.aspx?param=wGEVXQwtDgsDdFYerPlwH KoFBiNv2gC575NgiRgdOXQzaDMq°/p2baRt7g%3dg/o3d 2/2 6d2M16 Florida Building Code Online or— FLORIDA 0111PAPTIVIGNT OF LA� Business 1 1 _ . Regulation 0-1 `kvida[.partmentm' BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines Professional V- ►UroR PublApproval �Regg�u ll�a�tii o-_PnI��I�� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17460 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Premier Products, Inc. Address/Phone/Email 2840 Sterlington Road Monroe, LA 71203 (318) 361-0796 jmeggs@trustpremier.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Joey Meggs Address/Phone/Email 2840 Sterlington Road Monroe, LA 71203 (318) 361-0796 jmeggs@trustpremier.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL17460 RO COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_Jtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6ABDS76IOwCeFN6EsJXaWTEhOTnkaPTnxA%3dp/o3d 1/3 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization#19503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-1116 1 Campus Drive FL10124-1114 Parsippany, NJ 07054 Date of Issuance:01/03/2008 Revision 16:12/16/2014 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: or ;'.,. .:. � The facsimile seal appearing was authorized ryFS ••.. by Robert Nieminen,P.E.on 12/16/2014 Robert J.M. Nieminen, P.E. ;,, anti'` ' �'O" —�' sJ`�' This does not serve as an electronically signed document.Signed, pn„n �.Jm` Florida Registration No.59166,Florida DCA ANE1983 sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161,Class F 2006 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158,Class H 2007 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: KeDy Examination Reference Date GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 OINK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 1OCA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1OCA13686 05/15/2010 UL(TST 1740) ASTM D3462 1OCA07264 05/27/2010 UL(TST 1740) ASTM D3462 1OCA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 IONK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1116 Certificate of Authorization#9503 F1.30124-1114 Revision 16:12/16/2014 Page 2 of 5 TRINITY ERD Entity Examination Reference Date UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,07158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL,ULC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,ULC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 09/15/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 09/24/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 09/25/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michican Cty,IN 09/30/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 10/07/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 10/08/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 10/10/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 10/10/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 10/15/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 10/15/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 10/16/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 10/21/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 10/10/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis°WeatherMax",Royal Sovereign®and Sentinel"are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot",Camelot" ll, Country Mansion" Il, Grand Canyon'",Grand Sequoia",Grand Sequoia" IR, Monaco", Sienna", Timberline American Harvest",Timberline"ArmorShield'"II,Timberline Natural Shadow",Timberline HD",Timberline" Cool Series,Timberline Ultra HD"and Woodland"are fiberglass reinforced,laminated asphalt roof shingles. 4.1.3 Slateline"is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip&Ridge Shingles: 4.2.1 Seal-A-Ridge"Ridge Cap Shingles,Seal-A-Ridge"IR Impact-Resistant Ridge Cap Shingles and TimberTex"Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro-Start" Starter Strip Shingles and WeatherBlocker" Premium Eave/Rake Starter Strip are a starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph(Vit=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for us in all wind zones up to Vasd= 150 mph (V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R36 Certificate of Authorization 119503 FL10124-R14 Revision 16:12/16/2014 Page 3 of 5 TRINITY ERD 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro-Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4)nails per shingle in accordance with FBC Sections 1507.2 or R905.2,with the following exceptions: Y Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Y Slateline requires minimum six(6)nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip&Ridge Shingles: 6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles and Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two(2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel"Loctite PL S30 Roof&Flashing Sealant". 11.5 Sealant 1 (292 mm) V Sellante (25 mm) (25 mm) Enduit d'etancheite I 12" (305 mm) Nail Clavo 6 5/8"-7 5/8" Clouer (168-194 mm) I 12" (305 mm) Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1116 Certificate of Authorization#9503 FL30124-1134 Revision 16:12/16/2014 Page 4 of 5 TRINITY ERD 6.4.2 Installation of TimberTex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. � '• Sea�iatr �• I�°2 nn; 1! Snilante ,25 ism; 25 mra% -rdurt d'dtarcne t6 ` - i745-rmi if l ^I.1 K5 n•rl 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. H. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(847)664-3281 - END OF EVALUATION REPORT- Exterior Research and Design,U.C. Evaluation Report 01506.01.08-1136 Certificate of Authorization#9503 FL10124-R14 Revision 16:12/16/2014 Page 5 of 5 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-1116 1 Campus Drive FL10124-R14 Parsippany, NJ 07054 Date of Issuance:01/03/2008 Revision 16:12/16/2014 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: :t •:�'h'•a,L••a LC*;1 '.` The facsimile seal appearing was authorized •� min Robert Nieminen,P.E.on 12/16/2014 Robert J.M. Nieminen, P.E. '•zr4s !^NALGaa.a This does not serve as an electronically signed document.Signed, p Florida Registration No.59166,Florida DCA ANE1983 IWsealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. T. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161,Class F 2006 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158,Class H 2007 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Enti Examination Reference Date GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR 01/13/2012 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 OINK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 1OCA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 IOCA13686 05/15/2010 UL(TST 1740) ASTM D3462 1OCA07264 05/27/2010 UL(TST 1740) ASTM D3462 1OCA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-1116 Certificate of Authorization 119503 FL10124-R14 Revision 16:12/16/2014 Page 2 of 5 TRINITY ERD Enti Examination Reference Date UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 09/15/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 09/24/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 09/25/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michican Cty,IN 09/30/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 10/07/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 10/08/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 10/10/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 10/10/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 10/15/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 10/15/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 10/16/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 10/21/2014 UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 10/10/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis®WeatherMaxm,Royal Sovereign®and Sentinel°are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®,Camelot® II,Country Mansion® II, Grand Canyon'",Grand Sequoia®,Grand Sequoia® IR, Monaco®, Sienna®, Timberline American Harvest°,Timberlinem ArmorShield—II,Timberline Natural Shadow®,Timberline HD®,Timberline® Cool Series,Timberline Ultra HDI and Woodland®are fiberglass reinforced,laminated asphalt roof shingles. 4.1.3 Slateline°is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip&Ridge Shingles: 4.2.1 Seal-A-Ridge®Ridge Cap Shingles,Seal-A-Ridge®IR Impact-Resistant Ridge Cap Shingles and TimberTex®Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro-Start®Starter Strip Shingles and WeatherBlocker° Premium Eave/Rake Starter Strip are a starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph(V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph (V„it=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1136 Certificate of Authorization#9503 FL10124-1134 Revision 16:12/16/2014 Page 3 of 5 TRINITY ERD 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro-Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4)nails per shingle in accordance with FBC Sections 1507.2 or R905.2,with the following exceptions: Y Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. r Slateline requires minimum six(6)nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip&Ridge Shingles: 6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles and Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two(2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel"Loctite PL S30 Roof&Flashing Sealant". 11.5" Sealant 1" (292 mm) 1' Sellante (25 mm) 125 mm) Endura d'etancheite I • • 12" (305 mm) Nail Clavo 6 5/8"-7 518" Clouer (168-194 mm) I 12" (305 mm) Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1116 Certificate of Authorization#9503 FL10124-1114 Revision 16:12/16/2014 Page 4 of 5 TRINITY ERD 6.4.2 Installation of TimberTex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two(2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 1,5• Sealam t• f292 nn; !i 5allanla 25 nm; 25 rnn1 _rdLrt d'&arcnrt6 1� f r Nal i]1]F.Trtl'r :,.nLCr u 122'_1 nlq� IT y,5 rn�•I 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. H. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(847)664-3281 - END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 01506.01.08-1136 Certificate of Authorization 119503 FL10124-R14 Revision 16:12/16/2014 Page 5 of 5 Ted Berman and Associates February 15, 2013 925 41St Street, Suite 104 Miami Beach, FI 33140 Re: Florida Product Approval -Series 610/620/625 Rolling Steel Doors To Whom It May Concern: The purpose of this letter is to provide the engineering rationale and comparative analysis for the submitted drawings. I have reviewed the independent tests by Architectural Testing and Environmental Testing Laboratories, the rational engineering analysis, and the product drawings. This evaluation was built upon a foundation of 2 door tests for static pressure as well as impact and cyclic verification, that were used to validate the engineering calculation methods at various known points. Using these calculation methods, the door configurations listed on the drawings were then designed to stay within the allowable limits established by the actual door tests. The rolling door components including the slats, wind locks, guide angles, assembly bolts, and wall fasteners were all verified. The concrete anchors were sized to maintain a minimum safety factor of 4:1 under design load. Tests were conducted in accordance with TAS 201-94, TAS 202-94, and TAS 203-94. Additionally, a slat tensile test was performed in accordance with ASTM E-8 as well as a slat corrosion test performed in accordance with ASTM B-117. 1 have concluded that the door designs are in compliance with the HVHZ segment of the 2010 Florida Building Code. Door Drawings and Limitations of Use 308573 Windload, Series 610, 620, 625, F265, FIP Slats. Limitations:+/-170 psf Design Pressure, Maximum door width 12', Maximum door height 30' +/-142 psf Design Pressure, Maximum door width 14', Maximum door height 30' +/-85 psf Design Pressure, Maximum door width 20', Maximum door height 30' +/-61 psf Design Pressure, Maximum door width 25', Maximum doQr� lBrho 30' A• SA kV Architectural Testing Inc. Test Reports: Static Pressure Testing, Impact Testing, Cyclic Testing: 0 2613 Report#43463.03-109-18 &#43463.07-109-18 * •' Tensile Test: Report #43463.07-109-18 -:0'• STATE OF e,ou :�. Environmental Testing Laboratory Inc, Test Report: '�,oc�` -.L O R I ®;n Salt Fog Test: Report ETL 9100550287 Overhead Door Corporation ASu6sldiaryofSanwaHoldingsCnrporation i Horton Tosco Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings as well. Jamb Attachment The door is to be secured to the building using the fasteners specified in the chart and notes as a minimum. Sincerely, 4% 9. A;•SAyV13 ic�'% • 7 2p " �-53STATE OF of ti` v- 4 - v afa�� Mark A. Sawicki FL PE 72613 Engineering Supervisor, Rolling Doors Overhead Door Corporation A Subsidiary of Sanwa Holdings Corporation HOttUll TODCO The Genuine. The Original. Installation Instructions for ROLLING SERVICE DOOR Series 610/620/625 Contents Warnings&Safety Information...................2 KeyDrawing .....................................................3 Door Installation Data Sheet ......................4 Pre-Installation Checks&Tasks...................5 Installation....................................................6-12 This installation manual provides the owner or service person information required to install,troubleshoot and maintain a Rolling Service Door. READ COMPLETE INSTRUCTIONS BEFORE INSTALLING DOORS. This document also refers to the following other documents or specifications; Expansion Anchor Requirements 307390 Installation Instructions,Cast Gear Drive Chain Hoist 308042 Chain Hoist Assemblies and Operation 300951 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©201 1 Overhead Door Corporation SAFETY INFORMATION OVERVIEW OF POTENTIAL HAZARDS READ THIS SAFETY INFORMATION Overhead doors are large,heavy objects that move with the help of springs under high tension and electric motors. Since moving objects,springs under tension,and electric motors can cause injuries,your safety and the safety of others depend on you reading the information in this manual. If you have questions or do not understand the information presented,call your nearest trained door system technician. In this section,and those that follow,the words Danger,Warning,and Caution are used to emphasize important safety information. The word: ©DANGER indicates an imminently hazardous situation which,if not avoided,will result in death or serious injury. A WARNING indicates a potentially hazardous situation which,if not avoided,could result in death or serious injury. ©CAUTION indicates a potentially hazardous situation which,if not avoided,may result in injury or property damage. The word NOTE is used to indicate important steps to be followed or important considerations. IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS Potential Hazard Effect Prevention !K A WARNING Keep people clear of opening while Door is moving. Could result in Death Do NOT allow children to play with the Door Operator. or Serious Injury Do NOT operate a Door that jams or one that has a broken spring. MOVING DOOR A WARNING Turn OFF power before removing operator cover. Could result in Death When replacing cover,make sure wires are NOT pinching or near moving parts. or Serious Injury Operator must be fully grounded. ELECTRICAL SHOCK _ A WARNING Do NOT try to remove,install,repair or adjust springs or anything to which door spring parts are fastened,such as, wood blocks,steel brackets,cables or other like items. f Could result in Death or Serious Injury Installations,repairs and adjustments must be done by a trained door system technician using proper tools and instructions. HIGH SPRING TENSION 2 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©2011 Overhead Door Corporation Key Drawing Rolling Service Door with parts. Right hand door is illustrated. In a left hand door the barrel and both brackets are reversed. Guides for masonry jambs shown. Interior Hood Support Barrel When Required Tension End Assembly Drive End Bracket Bracket Tension Hood Wheel Drive Sprocket JL DRIVE END TENSION END Warning Decals 5 feet from floor Angle Guide \ Assembly Shown Curtain Assembly Bottom Bar Fig 1 Please note that components and component locations are shown here for REFERENCE ONLY. Your unit installation and component locations may be different. 3 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©201 1 Overhead Door Corporation Door Installation Data Sheet A sample of the"DOOR INSTALLATION DATA"sheet is shown here. Locate the work order"Door Installation Data"sheet inside the door hardware box. You will need to refer to the"Door Installation Data"sheet. See Figure 2. Factory order number on door components must match with factory order number on the"Door Installation Data"sheet. Each door has it's own individual sheet. Page Date ** W O R K O R D E R ** W.O./Parent. WO **********************************> ***• Plant. . . 17 Related SO Lot #• . - Item Number. HARDWARE Qty. Start Dt Req D. Customer . . Job. Drawing #. CONFIGURED Status . . . FAX: Pty. Type P.O. # . . WALL OPENING WIDE X HIGH PRDCT: ',AT TYPE GAUGE WINDLOAD 20 GUIDE TYPE GUIDE ENTRY TYPE DRIVE SIDE DRIVE NO. BOTTOM BAR TYPE: BBAR MAIL. : BBAR . -NISH DOOR MOUNT WALL MOUNT OPERATION BBAR WEATHERSTRIP *** DOOR SERIES : *** ABBV/COLOR HARDWr. •E jETAILS *************************************************** -------------------- DOOR INS. A. '.ATION DATA: DOOR SERIES : -------------------- ---------------------- -- • --- --- --------------- -------------- ------------------------------- WALL OPENING WIDTH WALL OPENING HEIGHT GL 'Da "N "IE S REFERENCE HAND DRIVE OPERATION TYPE -------------------- ----------------- - - -------------- --------------- ----- INITIAL TOTAL RELEASE DRIV. Nc. CURTAIN/BOTTOM BAR WT. COUNTERBALANCE WEIGHT TURNS TURNS TURN GUIDE GUIDE MOUNTI 'G GAP CONFIG ---------- --------- -----------I . . . . . . . . . . . . Messages . . . . . . . . . . . . . Fig 2 4 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©201 1 Overhead Door Corporation Pre-Installation Check List Verify that the door installation can be accomplished before proceeding: • Locate the work order"DOOR INSTALLATION DATA"sheet,see Figure 2,inside the door hardware box. • Does the wall opening match the Opening Width and Height shown on the"Door Installation Data" Header sheet and Figure 3? • Are the guides you received suitable for the jambs?Compare the guides type shown on the"Door Jamb Opening Installation Data"sheet with Figure 4. Height • Can the guides be installed plumb? Sill • Check the sill for level. If sill is not level,mark the high sill location on the low side jamb. �— Opening Width •; Fig 3 ROLLED GUIDES "S"Distance Location "E"GUIDE :i'Y"Z"GUIDE JAMB ANGLE nv ANGLE GUIDES "S"Distance Location "E"GUIDE "Z"GUIDE BETWEEN JAMB Fig 4 Pre-Installation Task If you plan to use the sling method to wrap the curtain onto the barrel,and if the inside/outside angles are flared,then remove the angles from the wall angle at this time.They will be bolted to the wall angle in Step GUIDE 10 after the curtain installation is complete.The Guide Gap must be set to the dimension shown on the GAP WITHOUT "Door Installation Data"sheet. See Figure 6. WITHOUT Fig 5 SCREW-- WALL FASTENER ANGLE '.K K WALL lAl WALL ANGLE GAP WITH WINDBAR ANGLE j MIDDLE MIDDLE ANGLE OUTSIDE OUTSIDE ANGLE ANGLE ANGLE "Z"Guide "E"Guide Fig 6 5 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©2011 Overhead Door Corporation InstallWall Angle Bolt through Wall STEP 1 9 INSTALL GUIDE ASSEMBLIES l • Locate the guide assemblies such that the"S"distance exists between the guides as shown in Fig 4 on page S. ° The"S"dimension is shown under"S REFERENCE"in Fig 2 on page 4.. ~ • Both guides MUST be on a level line and both guides MUST be plumb. • The"S"distance must be held within 1/8"over the entire height of guides. I MASONRY JAMBS Hold"Z"guide,or wall angle,orjamb angle against wall and drill mounting holes through the slots using drill size shown below. II Install jamb fasteners on one guide. Recheck"S"distance,and continue with installation. STEEL JAMBS—Screw Attachment Option Hold"E"guide wall angle against steel jamb and mark the spot to be drilled,or hold wall angle or jamb angle against steel jamb and drill holes through the slots using drill size shown below. Install all jamb fasteners on one guide. Recheck"S"distance and continue 19 Cu Entry with installation. J Fastener Steel Jamb JAMB FASTENER Table Below Header JAMB FASTENER DRILL SIZE SPECIFICATIONS 3/8"Self-Tap Screw 11/32"Dia. be Flat Washer Steel 1/2"Bolt 27/64"Dia. Steel jambs must 5/8"Bolt 17132"Dia. minimum 3116"thick Self-Tapping Bolt 3/8"Expansion Bolt 3/8"Dia. Concrete 1/2"Expansion Bolt 1/2"Dia. Drill holes at least 4 inches Fig 7 5/8"Expansion Bolt 5/8"Dia. from jamb corner per Overhead Door Filled Block 3/8"Expansion Bolt 3/8"Dia. instruction 307390-0001 1/2"Expansion Bolt 1/2"Dia. 3/16"Fillet Weld, Wood 318"Lag Screw 1/4"Dia. Drill hole 3"deep on one side of ; slot for full length 318"Thru Bolt 7/16"Dia. of each slot. Install 3"O.D.steel washer Unfilled Block 1/2"Thru Bolt 9/16"Dia. on opposite side of wall 518"Thru Bolt 11/16"Dia. 3/16"Fillet Weld, 0 1 1/2"long at toe of wall leg between each slot. STEEL JAMBS—Weld Attachment Option Hold"E"guide wall angle against steel jamb and tack weld wall angle(jamb angle) in place. Recheck"S"distance before proceeding. Apply vertical welds as shown in Edge of O Fig 8 using electrodes E6010,E6011 or E7014.(Fig 8 is shown without the middle and Opening outside angles attached.) Steel Jamb NOTE:When steel jamb does not extend above the opening,use three thru-bolts to Fig 8 fasten each wall angle above the opening. See Figure 7. 6 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©2011 Overhead Door Corporation STEP 2 LINTEL INSTALLATION • If lintel baffle is required,install baffle using 1/4"fasteners suitable for the wall material(wood,masonry,steel). Install per Figure 9 with brush aligned 1"above top of guide middle angle. STEP 3 HEADER - STEP 6 BARREL AND HEADPLATE BRACKETS • Slide drive end of barrel assembly through drive bracket bearing and tension end through tension bracket. • Install set collars on shafts on outside of headplate brackets. • DRIVE When a hole is in the tension shaft,no set collar is used on tension shaft /END because the tension wheel must rest against tension headplate bracket. BARREL • Secure tension wheel to tension shaft using a key or a pin as shown in Figure ASSEMBLY 13. The pin must fully engage the tension wheel which is against the tension TENSION headplate bracket. END j • The distance between the headplate brackets should be the"S"dimension on the"Door Installation Data"sheet shown on Figure 2 on Page 4. / PIN TENSION • r WHEEL Usero er lifting equipment and correct lifting procedure to avoid injury. TENSION ` "- p p g a q pment g END SHAFT Fig 13 STEP 7 LIFT HEADPLATE BRACKETS AND BARREL AND BOLTTHEM TO GUIDE WALL ANGLES 4)Y' • Use hex bolts to fasten headplate brackets to the inside of guide wall angle. • Bolt heads must be on the inside of the headplate brackets. See Figure 14. • Headplate brackets must be square to the wall and parallel. / i • Use a level to make sure the barrel is level. • Center the barrel between the headplate brackets with tension wheel against the outside of tension bracket and with set collar against outside of drive bracket.This will prevent barrel from moving sideways. / • Two set collars are required for drive headplate with cast flange bearing. • Headplate brackets may have two or three mounting slots. Put flat steel washer under bolt head and under nut. STEP 8 DRIVE HEADPLATE ASSEMBLY Complete the installation of drive components. Fig 14 See Overhead Door 308042 for gear drive. See Overhead Door 300951 for chain and sprocket. A WARNING The use of electric operator during installation of the door could result in death or serious injury. Do not connect power to electric operator until door installation is complete including hood and covers. 8 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©201 1 Overhead Door Corporation STEP 9 INSTALLATION OF CURTAIN ROPE See Figure 15 • The Sling Method is recommended because rolling the curtain onto the barrel assembly on the floor can cause r�.J curtain damage. • Sling Method requires flared guide angles to be removed at this time. • Suspend the curtain below the barrel on two or more slings or ropes rated for the weight of the curtain shown on the"Installation Data"sheet. • Fasten the top slat to sling/rope and rotate the barrel to bring the Top Slat into place. i • Center the curtain between the headplate brackets with pinned tension wheel against the headplate. • If the barrel has rings,hold the top slat on the rings and make holes in the top slat aligned with holes in rings. Use drill/driver to attach top slat to rings with 3/8"round head Torx screws and washers provided. Set the drill/ Fig 15 driver clutch to minimum torque required to drive screws. DO NOT USE IMPACT WRENCH because it will strip 5116"flat washer round heeadad screw the screw threads in rings. See Figure 17. S5116"x long __I f • If the barrel has studs,the to slat will have slots to attach to barrel. Hook curtain over studs and fasten with O Two clamp P ,r washers required 5/16"round head screws and washers and TWO clamp washers provided. See Figure 16. weld stud r , 45" Fig 16 ; 45 91. . A WARNING Curtain to ring self-tap 3M"X 5M"bolt, Rapidly closing curtain could result in death or serious injury. Use slings/ropes and locking pliers on both guides / Torx T45 drive to keep curtain in the open position until spring tension is applied to the barrel assembly. 3ra"Flat Washer 164 STEP 10 4 COMPLETE CURTAIN INSTALLATION max • Coil curtain completely onto barrel. maa x. • If guides are flared,then bolt middle and outside angles to the wall angles as shown in Fig 5 on page 5. Fig 17 The guide gap must be set as shown in Fig 6 on page 5.Find the GUIDE GAP dimension on the"DOOR INSTALLATION DATA"sheet,see Fig 2 on page 4. Place locking pliers on LH&RH guides at 2 to 3 inches below the top of the guides as shown in Fig 18. • Create enough slack in the sling/rope so the curtain can be lowered into the guides and rest on the locking pliers. y I J/ Guide Locking Pliers Fig 18 9 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©201 1 Overhead Door Corporation WARNING Tension wheel is under high spring tension and could spin rapidly which could result in death or serious injury. Door must be open when adjusting spring tension. Use two winding bars 1/2"diameter steel rod,2 to 3 feet long. Inside STEP 11 Bellmouth Stop LOCK THE DRIVE INSIDE STOP BAR Using one or more of the options in this step: • Clamp locking pliers on the drive sprocket or gear with the end of the pliers against the GUIDE OUTSIDE wall or lintel. �qi� STOP BARSecure the hand chain on the mounted chain keeper. all I • Lock the crank handle. Locking Pliers STEP 12 I I I LOCKING Guide INSTALL CURTAIN STOPS PLIERS • In guides are not flared,install bellmouth stops on guides as shown in Fig 19b.Be certain Fig 19a Fig 19b that the back of the bellmouth is flush against the headplate before the nuts are tightened. • If the guides are flared,slide each stop bar into the channel welded on the guide and install 3/8"cap screw per Fig 19a. STEP 13 APPLY INITIAL TENSION—Right hand drive shown,left hand opposite. • Wind Tension Wheel in the direction shown in Figure 20. WINDING BAR Apply the Initial Turns shown on the tension headplate decal and on the"Installation Data"sheet. DECAL • After proper tension is applied,install the tension pin into the tension wheel adjacent to the tension stop.Use TENSION STOP II two winding bars to allow the tension wheel to rotate until the pin is against the tension stop.See Fig 20. L • If reduction tension headplate assembly is required the factory will provide an Installation Instruction sheet. I 1 STEP 14 ii J CLEAR RESTRAINTS • Remove the drive shaft lock procedure(s)installed in Step 11. • Remove slings or ropes. • Remove the locking pliers from the guides. • Clear the area in path of closing door. \\ STEP 15 BEGIN TESTING • Close and open the door five(5)times and evaluate the tension adjustment. A rolling door should snap into the head and barely tend to rise off the floor. It will also fall through the middle of its height. I TURN WITH ARROWS TO • Large doors may require a 35 lbs.pull to raise with hand chain. A chain pull of up to 35 lbs.is permissible. I APPLY INITIAL TURN NOTE:Instruct customers to use both hands to control both hand chains during the closing operation. Fig 20 10 300922-0007 Rev 12/02/2011 www.overheaddoor.com ©201 1 Overhead Door Corporation STEP 16 ADJUSTTENSION WITH DOOR IN FULLY OPEN POSITION • Use two winding bars to adjust tension one notch at a time to increase or decrease torque as required. • Use locking pliers on guides during adjustment process. STEP 17 FINAL CHECK(to be completed before installing the hood) • Verify through entire travel of the door that the endlocks or windlocks on the end of the t curtain are not rubbing the headplate brackets. Operate door several times to check for l problems. • Check that the bottocAar is level in full down and full up positions and that curtain is not binding against'lock of guide. • If curtain is level at bottom and not level at top,put shims between curtain and barrel on the low side. • • The guides may be lubricated with a paste wax or silicone spray. DO NOT USE GREASE. • Verify good mechanical connection and tightness of fasteners,e.g.,guides,headplates, set screws and roller chain link. STEP 18 HOOD INSTALLATION • If hood supports are provided,snap a line across top of headplate brackets on the wall. Measure length of hood sections and locate hood support so the hood splice will fall on Fig 21 center of support. • For exterior applications,a bead of caulk may be applied between the mating surface of the hood and the exterior wall in order to seal the hood. (Caulk not provided.) • Attach hood to hood bands on headplate brackets(and to supports if provided)by drilling a 7/32"hole through hood and band. Then secure with 1/4"dia.x 3/8"long self- tapping screws(four per bracket and four per support). See Figures 21 and 22. SECURE HOOD FLANGE TO WALL ATTACH HOOD TO HOOD BANDS Fig 22 1 1 300922-0007 Rev 12/02/2011 www.overheaddoor.com 02011 Overhead Door Corporation STEP 19 ® WARNING PRODUCT SAFETY INSTRUCTIONS The door installer has the following responsibilities: 0 • Find labels in hardware box. • Attach Product Safety Label 301603 as directed on label. 0 • Attach Hand Chain Safety Label 308126 to wall at eye level adjacent to hand chain,when4k applicable. MOVING door could Demonstrate to the door user the correct way to control the closing speed of the rolling7result in death or door with crank,hand chain or push-up operation;show that two hands should be used .. • doorserious injury to control the hand chain. until doorway is clear. Do NOT close door • Inform the door user about the following requirements from ANSI Z535.4: "Product MOVING ...r could until doorway is clear. safety labels should be periodically inspected and cleaned by the product user as result in.cleath or • necessary to maintain good legibility:' The product user should order replacement serious injury 1.Control the closing speed of safety labels from the door manufacturer as required to maintain legibility. • crank,hand chain or push- up operated doors. • Electric operators must be installed on the door in accordance with the instructions from •Pull handchain slowly and 2.Do NOT stand or walk under 35 pounddss of pulling or the manufacturer of the operator. steadily; NOTeforce. door while door is moving. • Doors with sensing edge must have Safety Label 607873 attached to the bottom bar and 3.Keep doorway clear and in ate a level on the drive side guide or jamb. •Maintain control of hand full view while operating y g chain as the door opens door. and closes. 4.Do NOT allow children to STEP 21operate door. •DO NOT release control of CHAINKEEPER hand chain until door is 5.Unlock door before opening Attach to wall or door guide assembly. Instruct door users to wrap hand chain as shown fully open or fully closed. door. 6.Motor operated doors with in Figure 24. •Should the hand chain pull sensing edge should be force exceed 35 pounds, tested frequently. contact a trained door 7.Doors that do not open or system technician for door close must be repaired by a repair and adjustment as trained door system soon as possible. technician. •Secure hand chain in chain Place label at a readable height on keeper after opening door. door drive side guide or jamb. •Attach this Label to wall nort m hast Do NOT remove,cover,or paint hand chain, over label. •DO NOT RRIWe,CW ,,M paint HAND CHAIN PATH(1) °"thi,L". Product user should inspect this _._ label periodically for legibility,and The Genuine.The Original. should order a replacement label from the door manufacturer as 3 /: • . �\ needed. U�8 ( ) ` •• ®�' The Genuine.The Original. o�31 2oox 308126000] �� • • �� ® 10/16107 _ 301603-0003 Fig 23 (2) Fig 24 12 300922-0007 Rev 12/02/201 1 www.overheaddoor.com ©201 1 Overhead Door Corporation NOTES:(UNLESS OTHERWISE SPECFIEO) REVISIONS EN REV DEBDiIPTpN DALE APYt _ •A'�_. / HOOD 1BD RELE1fifO-- pBMt M TENSION 1.DESIGNED AND TESTED IN ACCORDANCE WITH FLORIDA BLDG CODE AND WHEEL INTERNATIONAL BLDG CODE.PROFESSIONAL ENGINEER'S SEAL PROVIDED GUIDE p1YFORVEWFICATIONOF WIND CADCONSTRLCTION DETAILS 2 WALL LES NAY BE YIELDED TO STEEL.AMBS PLUG WELDS IN THE HEADHATE SMIVHAULI ANG WALL ANGLE SLOTS THE THICKNESS OL THE ANGLE OR FILLET WELD AT EDGE dSTANLE� THE LER AND TOE OF THE WALL NMAE T LONG AT EADH SPECIFIED - BOLT LOCAT ON.TO H O.D THF U ODDS LICTFF IA TNF GUIDE TABLE -- - - }REACTION IIP SNOYM STRUC1URAl STEEL 3(.WAI=NEGATNF WINDLOAD 34c /(.MLI-POSITIVE WINDLOAD CURTAIN OPEHNG A.SEE CHART FOR DESIGN MESSURE 5 WINOLOCKS ATTACHED TO EACH SLA'(CONRNUOUG) ECLi]1111 .T.6.AS'M A-36,GUIDE ANGLE MATERIAL -T.DNENSION"c'FORZ GUIDE ASSEMBLY IS MEASUREDFRp1 WAll --... -, FORCESHIBLY BLT ANCHOR CENTERLINE TO EDGE OF WALL ANGLE -, - ApALLE�A" F - -•:: -WB4KOCF PFOACE - 6. 17 THIS DOOR IS CAPABLE OF INTERIOR OR EXTERIOR (Nlhl.'TppCE SAN MOUNTING. 2'FG Afi' N SECFI011' W NIIH. WEATHERSTRIP J 2N. R�SAn N IL.o.41L N�q q 1 E-GUIDE U'WAI NORMAL 1•'NAI i0lirlEL FORCE �QE -E-W E E-GUIDE Z-GUIDE NOTES 7.16 __.-__.ZG.ADE DOOR OPENING WIDTH is 12 14' 20 25' 10' 12' 14' 2Y 25' }se E ' DESIGN PSF 170 170 142 85 61 170 170 142 85V 3 WALLHORIZONTAL WH 4 4 4 4 4 5 5 5 5 ° L LWT WALL VERTICAL WV 4 4 4 4 4 5 5 S 5 I + r . ...... WALLTHICKNESS WT 0.5 0.5 OS 0.5 0.5 0.5 0.5 0.5 05MIDDLE HORIZONTAL MH 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5MIDDLEVERTICAINN 3 3 3 3 3 3 3 3 3l�l MIDDLETHICKNESS Mi 0.375 0.375 0.375 0.375 0.375 0.375 0.375 0375 0.375OUTSIDE HORIZONTAL OH 5 S 5 5 5 5 5 S 5OUTSIDEVERTICAL OV 5 5 5 5 5 5 5 5 5 V T w OUTSIDE THICKNESS OT 0.375 0.375 0.375 0375 0.375- 0.375 0.375 0.375 0.375 0.375 IN E E 2.7S 275 2.75 2.75 2.75 4.25 4.25 4.25 4.25 4.25 CONTINUOUS WINCLOCK DETAIL S S 25625 2.5625 2.5625 2.5625 15625 2.5525 2.5625 2.5625 25625 2.5625 0 V V 1.875 L875 1.875 1.875 1.875 1.875 1.875 L875 1.875 1.875 G F265 SLA G 3.5 3.5 3.5 3.5 3.S 3.5 3.5 3.5 3.5 3.5 G FIPSLA G 3.5625 3.5625 3.5625 3.5625 3.5625 3.5625 3.5625 3.5625 3.5625 3.5625 pH_� x x 2.5 2.5 15 2.5 2.5 2.5 25 2.5 25 2.5 Z F265 SLA 2 0.875 0.875 0.875 0.875 0.875 0.875 0.875 0.875 0.875 0.875 Z FIP SLA Z 0.9375 0.9375 0.9375 0.9375 0.9375 0.9375 0.9375 0.9375 0.9375 0.9375 COVERHGF. WALL BOLT SIZE 3/4 3/4 3/4 314 3/4 3 4 4 3 4 4 3 4 -F0RMLRTBEENGAGBDFOR DOOR Lq� YF WALL BOLT GRADE 5 5 5 5 5 N A N A N A N A N AMWRHSTAND DESIGN LOADS^ 1t(ALLF165fROMSLAT WALLBOLTEMBED N A N A N A N A N A 6.5 6.5 6.5 6.5 6.5 II8E7ZDA 2LB OENSItt 2997 275 iETAINE vFnwEo.INvWALL BOLT SPACING 18 16 18 18 18 30 30101010TTGUO nCHAIN HAALF SUAT H� FGUE ASSEMBLY BOLT SIZEj*S 3 4 3 4 3 4 4 3 4 4 3 4 3 4 4F z55 SLAT RIP SLAT ASSEMBLY YOLT SPRAIN 5 5 5 5 5 5 5 5 5GALIGEOPRONS 1] GAULEOPn0N822,201] WINDLLYBOLTQUENCG12 12 12 12 12 12 12 12 12WINDLOCK FREQUENCY1MOMENT 1285D11 143 A''S'gw � PORMAL 1010 2812 26997 1�a11 3 12� 11020 1 4 1m 1461 74j 44,13 • ' ' •y; ;2. o xrB w�]PEOE® �PEKwAu n L ssxzX 1B)SAIIE+TE :9' STATE OF j` ; M �� TO-----_.z M.roaro MVV DOOR CORP X CFHEM I- OES]+lTUON LLYI'SMLE TFXAs �� -Di-IN KI(-� LL6AWIG(1 YaB'd112 T5X2XV5ANGLE �i �' �OR�O• �� NxAua HIGH PSF WINDLOADSERIES 610, MARK A SAWICn P.E. '�j�ASSY •'`C1,�� cc raT sOUF � SEE NOTES 620.825:F265,RIP SLATS WEATIERBTWP FLPETRIS �I� �ONAIH" as - BEU- - FEV ,gym, NORM PIN DETAIL OVEUEADDOMCORPORAnON 4j111t11t11taa Bn;m SEE NOTES 101 - -- 2501 SOUTH sTATET m eusNrss - - -„ - D 308673 2501 SOUTHALLE.STTEH BGiE LI IAIY• SHEET IOfi F]KARepRILIWN NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 170389-0000 State of Florida County of Duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description ofproperty being improved: 10-15 16-2S-29E 12.900 SALTAIR SEC 2 Address of property being improved: 800 Seminole Road Jacksonville, FL 32233 General description of improvements:_Renovation and Addition to Existing Building with site work. Owner. City of Atlantic Beach Address: 800 Seminole Road Jacksonville, FL 32233 Owner's interest in site of the improvement: fee simple Fee Simple Titleholder(if other than owner) Name Address Contractor Auld & White Constructors LLC Address 4168 Southpoint Parkway Ste 101 Jacksonville FL 32216 Phone No. (904) 296-2555 Fax No. (904) 296-6990 Surety(if any) !1 5 u r e}• Co. Address33 3 S (,J a S AIM. Amount of bond$ 13(" 1* 929 Co3 q 17y Ch t c-0 l Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Auld & White Constructors LLC Address 4168 Southpoint Parkway Ste 101 Jacksonville FL 32216 Phone No. (904) 296-2555 Fax No. (904) 296-6990 In addition to himself,owner designates the following person to receive a copy ofthe Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name — Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE IS FOR RECORDER'S USE ONLY OWNER Signed /L_ Date 6 Z i Before me this/ oZ da of C L�{�r . 3 /S in the County,of Duv I,St to of Flgridahas personally appeared L10t<Q7QS �41' La��G� herein by hims f/herself and affirms that all statements and declarations herein are true and accurate. Doc#2016144721,OR BK 17611 Page 448, Notary Public at Large,State of .4'/ County of Number Pages 1 My commissions expir�s S� /7 Recorced 06/24x2016 at 1236 PM. Personally Known ✓ - or Produced Identification Ronnie Fussell CLERK CIRCUIT COURT DUV4L COUNTY RECORDING$10.00 jrs D M L BMTLE ;. MY COMMISSION W 018392 EXPIRES:May 14,2017 Bmaed nn Mtn Pods tmdswom i Tremco Incorporated 1451 Jacobson Avenue.Ashland, Ohio 44805•419-289-2050 TREAWCO. May 11, 2007 1 Mr. Jose Archila YKK AP America 332 Firetower Road Dublin, GA 31021 RE: YHS 50 FS Dear Mr. Archila: E2-0083/TR-6096E is made of 60 +/-5 Durometer Dense EPDM. This rubber extrusion material has been tested in accordance with ASTM C 864, Option II specifications. The die drawing and spec data sheet for this material is attached for your reference. E2-0088/TR-6151E is made of Closed-Cellular EPDM. This rubber extrusion material has been tested in accordance with ASTM C 509, Option II specifications. The die drawing and spec data sheet for this material is attached for your reference. Laboratory test results for the above-mentioned materials are attached for your reference. ., Sincerely, Eric Tango v' CC: Jim Stewart An T.M Company "Progress Through Innovation, Technology and Customer Satisfaction" AKRON RUBBER DEVELOPMENT LABORATORY, INC. 2887 Gilchrist Road • Akron, Ohio 44305 August 26, 2002 1-800-830-ARDL e (330)794-6600 • FAX(330)794-6610 Website:www.ardl.com • E mail:Into@ardl.com I - TEST REPORT - PN#49424A Prepared for: Mr. John Wegman Tremco, Inc. 1451 Jacobson Avenue Ashland, Ohio 44805 Prepared by: Approved b . __0 J Kiefl im Drummond I AN A2LA ACCREDITED LABORATORY MEMBER MEMBER OF ACIL: THE ASSOCIATION OF INDEPENDENT SCIENTIFIC, ENGINEERING AND TESTING FIRMS ISO 9001 Registered ACCREDITED Lettan a�T- a for In I. use of tM cNsnta to whom d,.y■n•ddnasad and shall not be reproduced sxcapt In full,without Ih•written pamisibn,1 Al,Rubber Developrnent Latwratory, m -contained-min appltas to-apaclifc matartafproducts or processes tasted or evaluated.No vgrranty of any kind Is hemin construed or Inplled.The Ilablltty dn Rubber Davabpmenl Laboratory,Inc.shall be limited to tM amount of consldaranon peld for services.A2LA certlfkate numbers am 255.01 b 255.02. I y "Progress Through Innovation, Technology I.and Customer Satisfaction" t Page 1 of 2-PN#49424A AKRON RUBBER DEVELOPMENT LABORATORY,INC. 2887 Gilchrist Road • Akron,Ohio 44305 August 26,2002 1400-830-ARDL • (330)794-6600 - FAX(330)794-6610 i Website:www.ardi.com - E-mail:info@ardl.com Mr.John Wegman Tremco, Inc. 1451 Jacobson Avenue Ashland,Ohio 44805 I I I SUBJECT: Physical testing on material submitted by the above company. i i i i RECEIVED: Five(5)slabs and six(6)compression buttons identified as WJT 7523. ORIGINAL PHYSICAL PROPERTIES ASTM D 412-98a D 2240-02 Die C dumbbells tested at 20 in/min, r RESULTS REQUIREMENTS PASS/FAIL {' Shore A Durometer,points 63 60 t 5 Pass Tensile Strength, psi 1800 1600 min. Pass Ultimate Elongation,% 560 250 min. Pass HEAT-AGED PROPERTIES ASTM D 573-99 Specimens aged 70 hrs. @ 100°C in a forced air oven. RESULTS REQUIREMENTS 'PASS/FAIL Durometer,point change +5 +10 max. Pass ' Tensile Strength,%change -6.9 -15 max. Pass Elongation, %change -31.2 -40 max. Pass COMPRESSION SET.ASTM D 395-98 METHOD B Specimens aged 22 hrs. @ 100°C,25%deflection,Y2 hr. recovery. ' RESULTS REQUIREMENTS PASS/FAIL Compression Set, % 18.1 30 max. Pass E i i Page 2 of 2-PN#49424A August 26, 2002 I.Id Mr.John Wegman Tremco, Inc. i I OZONE RESISTANCE, ASTM D 1149-99 Test specimens per ASTM A 518-99, Method A Specimens exposed 100 hrs. @ 100 pphm @ 40°C,20%elongation. Observations made at 7x magnification. RESULTS REQUIREMENTS PASS/FAIL No cracks No cracks Pass i LOW TEMPERATURE BRITTLENESS ASTM D 2137-94(00) METHOD A Five modified T-50 specimens conditioned 3 min. @-40°C in methanol,then tested per Para.9.3.2. RESULTS REQUIREMENTS PASS/FAIL No cracks No specimen shall crack Pass i TEAR RESISTANCE,ASTM D 624-00 DIE C Specimens tested at 20 in/min. RESULTS REQUIREMENTS PASS/FAIL Tear Strength,ppi 165 150 min. Pass STAINING OF SURFACE,ASTM D 925-88(00) METHOD B Procedure: %x 1"specimens exposed 48 hrs. ten inches below a 275 W,type RS UV bulb Test Surface: White Automotive Grade Enamel RESULTS REQUIREMENTS PASS/FAIL No migration stain No migration stain Pass ' d Kie JNC. rummond ' ect Te nician sical Testing Manager AKRON RUBBER DEVELOPMENT LABORATORY, N# 49424A .:/JD/sc r 1 - ECEL L Z ML7l7MtKJ August 11,2004 To Our Valued Customers: On August 5,2004,PolyOne Corporation completed the divestiture of our Elastomers and Performance Additives business to an investor group led by Lion Chemical Capital and ACI Capital. The name of our new entity is Excel Polymers,LLC. We remain committed to the rubber compounding,performance additives and rolls businesses. The entire team and the existing manufacturing facilities will continue to serve your needs. We are very excited about operating our business as an independent company. With the support of our new owners and improved financial stability,we are in a position to create long term growth and value for you. This will be a refreshing change for our customers, suppliers and associates. Our goal is to make this transition as transparent as possible to you. We are not changing the people with whom you interface on a daily basis,the ERP system,nor any of the quality systems which support our business. Our mission at Excel Polymers will be to cultivate an environment that focuses on you,the customer. In the current environment of high inflation,raw material shortages and mounting global competitiveness,our primary purpose is to protect your franchise and to help you compete more effectively. The world expects more speed,doing more with less every day and innovation to create continued growth. Simply put,we must wake up every day with a"can do"attitude. For the last 10 months,we've been focused on supporting your business as well as going through the sale process. In addition,we have supported our global customers with new operations in China and the United Kingdom. Our full energies are now driven to ensure our mutual success. We want to take this opportunity to thank you for your continued support and loyalty during this period. Excel Polymers is a customer-driven business. We appreciate your business and took forward to doing great things together. Sincerely, ?—f2— Zvi <S John E. Quinn Ron Chase Steve Nieto President and CEO V.P. Compounding Sales V.P. Specialty Products f Excel Polymers LLC/6521 Davis Industrial Parkway/Solon,OH 44139/ 1.800.237.8649/www.excel-polymers.com 1.22 TATE AMERICAN ASSOCIATION FOIL LABORATORY i AC C PE]DITATION i ACCREDITED LABORATORY A21-A has accredited EXCEL POLYMERS, LLC Burton, OH for technical competence in the field of �. Mechanical Testing The accreditation covers the specific tests and types of tests listed on the agreed scope of accreditation. This laboratory meets the requirements of ISO/IEC 17025 - 1999"General Requirements for the Competence of Testing and Calibration Laboratories"and any additional program requirements in the identified field of testing. Presented this 27' day of July 2005. President ( 1378 +; For the Accreditation Council Certificate Number 0121.01 s "` Valid to June 30, 2007 A2 ,,��' Revised May 9, 2007 For tests or types of tests to which this accreditation applies, please refer to the laboratory's Mechanical Scope of Accreditation. Jun, 12, 2007 5:02PM No. 2185 F. 3/3 -1- 13 1 SCOPE OF ACCREDITATION TO 1SO/lEC 17025-1999 F'XCEL POLYMERS,LLC BURTON DEVELOPMENT LABORATORY 14330 Kinsman Road Burton,014 44021-0366 Lynn McIntyre Phone:440 834 5539 MECHANICAL Valid To: June 30,2007 Certificate Number: 0121.01 In recognition of the successful completion of the A2LA evaluation prooess,accreditation is granted to this laboratory to perform the following automotive tests on rubber; -,"'ASTM D297 Specie Gravity(Section 16.3) ASTM D395 Rubber Property-Compression Set(Part B) L,--ASTM D412 Rubber Properties in Tension(Strength,Modulus&Elongation) i./ASTM D471 Rubber Property-Effect of Liquids ASTM D518 Rubber Deterioration-Surface Cracking ASTM D573 Robber Deterioration in an Air Oven ASTM D575 Rubber Properties in Compression ASTM D624 Rubber Property-Tear Resistance ASTM D865 Rubber Deterioration by Heating in Air(Test Tube Enclosure) ASTM D925 Rubber Property-Staining of Surfaces(Methods A&B) ASTM D1149 Rubber Deterioration-Surface Ozone Cracking(Flat Specimens) ASTM D1111 Rubber Deterioration-Surface Ozone Cracking(Triangular) ASTM D 1229 Rubber Property-Compression Set at Low Temperatures TM D1646 Viscosity&Vulcanization Characteristics(Mooney Viscometer) ,,-'ASTM D2084 Rubb6 Property-Vulcanization(Oscillating Disk Cure Mctcr) ASTM D2137 Rubber Property-Brittleness Point ASTM D2240 Rubber Property-Durometer Hardness(Shore A) ASTM D2632 Rubber Property-Resilience(Vertical Rebound) ✓ASTM D5289 Rubber Property-Vulcanization(Moving Die Cure Meter) i Burton Development Laboratory Tcst Mcthod 01001 Procedures for Mixing Compounds and Preparing Vulcanized Sheets i i I l (AZA Cert.No.0121.01) 07/27/2005 Page 1 of 1 MAR.25.2002 8:22RM MR HRNNA RUBBER COMP N0.971 P.2 ................... Development Lab Test Report r. l Project Number: PoiyOne Elastomers Development Laboratory ! Originator: BILL TOTH 14330 Kinsman Road PO Box 366 Customer.TREMCO Burton, OH 44021-0366 Compound:WJT-5559#4 Gip p 3/G3 Date: 3115102 BDC Number. 11420 _ Attn:JOHN WEGMAN Specification: C-509 SPECIFICATION RESULT 01066:Compressive Modylus: Cured Stk 25°x6 Compression Molulus 13-24 PSI 18 D395-98, Method B;(2-PLY) 22 HRS. @ 70°C 30%MAX 28.7% D865-99 Test Tube Aging 70 HRS® 100°C 25%Compression Molulus 01+10 PSI 3 % LENGTH CHANGE -0.7% D471-98 Fluid Immersion in H2O 24 HRS @ 23°C %WEIGHT CHANGE 5% 3.3% Low Temperature Brittleness Flex FLEX IN JIG PER ASTM C-509 NO CRACKS PASS Ozone D1149-99; Conditioned for 214 HRS before exposure NO CRACKS PASS SAMPLES STRAINED 40%`TESTED 100 HRS Q 40°C 5 100mPA OF OZONE Stain: D925-88-B; No migratory stain allowed PASS Development Lab Test Report (Burton A21-A} Effective Date: 8/17/2001 Page 1 of 3 ► MAR.25.2802 9:23AM MA 1 RUMER COMPNO.1371 4.3 . •••••..•.... Deveiopment Lab Fest Report pie"`'umber: PolyOne Elastomers Development Laboratory - Originator. BILL TOTH 14330 Kinsman Road PO Box 366 Customer. TREMCO Burton, OH 44021-0366 Compound: WJT-5559#4 Date: 3115/02 Technician: i4d DATE: 3123102 Chemist: DATE: ,3 i I Development Lab Test Report (Burton A2 LA) Effective Date: 8/17/2001 Page 2 of 3 OAA RECORD OF COMPLETION Pre-Action Name of Protected Property: Atlantic Beach Public Safety Building Address: 850 Seminole Road,Atlantic Beach, FI 32233 Contract Number: FP-208716 Rep. of Protected Prop. (name/phone): Victor Gualillo(904)247-5859 Authority Having Jurisdiction: Local Fire Marshall Organization Name/Phone Representative Installer W. W. Gay Fire&Integrated Systems,Inc. Ted Jones Supplier W. W. Gay Fire&Integrated Systems,Inc. Sam Howard Service Organization W. W. Gay Fire&Integrated Systems, Inc. Jenni Garber Location of Record(As-Built)Drawings: W. W. Gay Fire&Integrated Systems, Inc./Owner Location of Owners' Manuals: W. W. Gay Fire&Integrated Systems, Inc./Owner Location of Test Reports: W. W.Gay Fire&Integrated Systems,Inc./Owner A contract,dated ,for test and inspection in accordance with NFPA standard(s)No.(s) ,dated is in effect. System Software (a)Operating system(executive)software revision level(s): Siemens TXR-320(SRX) (b) Site-specific software revision date: VER 1.2.5 (c)Revision completed by(name/firm): 1. Type(s)of System or Service: X NFPA 72,Chapter 6- Local If alarm is transmitted to location(s)off premise, list where received: To Bldg Fire Alarm 1-133 Alarm, 1-132 Supervisory, 1-134 Trouble NFPA 72,Chapter 8-Remote Station Alarm: Supervisory: Trouble: If alarms are retransmitted to public fire service communications centers or others, indicate location and telephone numbers of the organization receiving alarm: Indicate how alarm is retransmitted: NFPA 72,Chapter 8—Proprietary If alarms are retransmitted to public fire service communications centers or others, indicate location and telephone numbers of the organization receiving alarm: ,_ Indicate how alarm is retransmitted: NFPA 72,Chapter 8-Central Station The Prime Contractor: Central Station Location: t + Means of transmission of signals from protected premise to the central station: McCulloh Multiplex One-Way Radio Digital Alarm Communicator Two-Way Radio Others Means of transmission of alarms to the public fire service communications center: (a) (b) System Location: NFPA 72,Chapter 9—Auxiliary Indicate type of connection: Local energy Shunt Parallel telephone Location and telephone number of receipt of signals: 2. Record of System Installation: (Fill out after installation is complete and wiring has been checked for opens, shorts,ground faults,and improper branching, but prior to conducting operational acceptance tests.) This system has been installed in accordance with the NFPA standards as listed below,was inspected by Ted Jones on 05/2017 , includes the devices shown in 5 and 6,and has been in service since X NFPA 72,Chapters ❑ 1, ® 2, ® 3, ® 4, ❑ 5, ❑ 6, ❑ 7, ❑ 8. ❑ 9, ❑ 10 & ❑ 1 1 X NFPA 70,National Electrical Code, Article 760 X Manufacturer's Instructions X Other(specify): NFPA 13 Signed: Date: Lr ' Organization: W. W.Gay Fire&Integrated Systems,Inc. 3. Record of System Operation: Documentation in accordance with Inspection Testing Form,figure 10.6.2.3., is attached All operational features and functions of this system were tested by Ted Jons on 05/2017 and found to be operating properly in accordance with the requirements of: X NFPA 72,Chapters ❑ 1, ®2, ® 3, ® 4, [:15, ❑ 6, ❑ 7, ❑ 8, ❑ 9, ❑ 10 & ❑ 1 1 X NFPA 70,National Electrical Code, Article 760 X Manufacturer's Instructions X Other(specify): NFPA 13 Signed: moi ' Date: "' 7 Organization: W. W. Gay Fire&Integrated Systems,Inc. 4. Signaling Line Circuits: Quantity and class of signaling line circuits connected to system (see NFPA 72, Table 6.5): Quantity: Style: Class: 5. Alarm Initiating Devices and Circuits(use blanks to indicate quantity of devices): Quantity and class of signaling line circuits connected to system (see NFPA 72, Table 6.6.1): Quantity: 6 Style: B Class: B MANUAL a) Manual Stations, Noncoded Activation, Transmitters, Coded, Addressable b) Combination Manual Fire Alarm and Guard's Tour Coded Stations AUTOMATIC Coverage: Complete Partial Selective X Nonrequired a) Smoke Detectors Ion 5 Photo Addressable b) Duct Detectors Ion Photo Addressable c) Heat Detectors FT RR FT/RR RC Addressable d) Sprinkler Water Flow Switches: 1 Noncoded, activating Transmitters, coded e) The alarm verification feature is disabled or enabled, ,changed from 0 seconds to seconds. f) Other(list): Low Air 6. Supervisory Signal Initiating Devices and Circuits(use blanks to indicate quantity of devices): GUARD'S TOUR a) Coded Stations b) Noncoded Stations Activating Transmitters c) Compulsory Guard Tour System Comprised of Transmitter Stations and Intermediate Stations Note: Combination devices recorded under 5(b) Manual and 6(a), Guard's Tour. SPRINKLER SYSTEM Check if provided a) 1 Valve Supervisory Switches b) Building Temperature Points c) Site Water Temperature Points d) Site Water Supply Level Points Electric Fire Pump: e) Fire Pump Power f) Fire Pump Running g) Phase Reversal Engine-Driven Fire Pump: h) Selector in Auto Position i) Engine or Control Panel Trouble j) Fire Pump Running Engine-Driven Generator: k) Selector in Auto Position 1) Engine or Control Panel Trouble m) Transfer Switches n) Engine running Other Supervisory Function(s)(specify): 7. Annunciator(s) Number Type Style 8. Alarm Notification Appliances and Circuits NFPA 72,Chapter 7—Emergency Voice/Alarm Service Quantity of voice/alarm channels: Single Multiple Quantity of speakers installed: Quantity of speaker zones Quantity of telephones or telephone jacks included in system: Quantity and the class of notification appliance circuits connected to system (see NFPA 72, Table 6.7): Quantity: Style: Class: Types and quantities of alarm indicating appliances installed: a) Bells Inch With Visible Speakers With Visible b) Horn/Strobes With Visible c) Chimes With Visible d) Other(specify): With Visible e) Visual Signals Type: With audible Without audible 9. System Power Supplies a) Fire Alarm Control Panel(Main): Nominal Voltage: 120 VAC Current Rating 20 A Overcurrent Protection: Type: Breaker Current Rating 20 A Location: Storage rm 031, Pnl PP2,Ckt#34 b) Secondary(Standby) Storage Battery: 2-12 VDC Amp-Hour Rating 7 AH Calculated capacity to drive system in hours, X 24, 60 Engine-driven generator dedicated to fire alarm system: Location of fuel storage: c) Emergency or Standby System used as backup to Primary Power Supply: Emergency System described in NFPA 70,Article 700: 10. Comments Frequency of routine tests and inspections, if other than in accordance with the referenced NFPA standard(s): Semi-annual System deviations from the referenced NFPA standard(s)are: Signed: Date: (01 17l' — I —7 For install ' nZ7contractor/suHer: Organization: W. W. Gay Fire&Integrated Systems, Inc. Signed: Date: For alarm service company: Signed: Date: For central station: Upon completion of the system(s)satisfactory test(s)witnessed(if required by the authority having jurisdiction): Signed: Date: Representative of the authority having jurisdiction: SYSTEM AUXILLARY POWER SUPPLIES A. Primary(Main): Nominal Voltage VAC ,Amps A Overcurrent Protection: Type ,Amps A Location(Panel Number): Disconnecting Means Location: B. Secondary(Standby): VDC Storage Battery: Amp-Hr. Rating: Ahr Calculated capacity to operate system, in hours: 24 or 60 Battery Condition Installation Date Battery Load Voltage VDC SYSTEM AUXILLARY POWER SUPPLIES A. Primary(Main): Nominal Voltage VAC Amps A Overcurrent Protection: Type ,Amps A Location(Panel Number): Disconnecting Means Location: B. Secondary(Standby): VDC Storage Battery: Amp-Hr. Rating: Ahr Calculated capacity to operate system, in hours: 24 or 60 Battery Condition Installation Date Battery Load Voltage VDC SYSTEM AUXILLARY POWER SUPPLIES A. Primary(Main): Nominal Voltage VAC Amps A Overcurrent Protection: Type Amps A Location(Panel Number): Disconnecting Means Location: B. Secondary(Standby): VDC Storage Battery: Amp-Hr. Rating: Ahr Calculated capacity to operate system, in hours: 24 or 60 Battery Condition Installation Date Battery Load Voltage VDC INITIATING AND SUPERVISORY DEVICE TESTS AND INSPECTIONS Device Visual Funct. Meas. Location & S/N Type Check Check Factory Setting Setting Pass Fail Z-1 Comm rm 035 OP 121 ® ® 2.0(+0.56, -0.26)% @ ® ❑ Z-1 Comm rm 035 OP 121 ® ® 2.0(+0.56, -0.26)% @@ _ ® ❑ Z-2 1s`fl IT nn 033 OP121 ® ® 2.0(+0.56, -0.26)% @@ ® ❑ Z-3 2 n1 fl IT rm 203 OP 121 ® ® 2.0(+0.56, -0.26)% @@ ® ❑ Z-3 2" fl IT rm 203 OP 121 ® ® 2.0(+0.56, -0.26)% @@_ ® ❑ Z-4 2 fl mech rm 204 Low Air ® ® N/A N/A ® ❑ Z-5 2 fl mech rm 204 Tamper ® ® N/A N/A ® ❑ Z-6 2 fl mech rm 204 Water PX ® ® N/A N/A ® ❑ ❑ ❑ ❑ ❑ Riser rm above PACP ® ® Above this room N/A ® ❑ ❑ ❑ ❑ ❑ 2" fl IT rm 204 is Across ® ® hall upstairs ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ COMMENTS: = Siemens OP 121 Automatic Sensitivities CONTROL PANEL FUNCTION TEST Check as Completed: ( X ) 1. Supervision For Detection Circuit ( ) 2. Supervision For Manual Stations ( ) 3. Supervision For Bells and Horns ( X ) 4. Test All Alarm Initiation Devices For Alarm ( ) 5. Test For Cross-Zone Alarm ( X ) 6. Test For Releasing/Activation ( 0 Sec ) 7. Test For Releasing Time-Out ( 26.7 ) 8. Battery Voltage ( X ) 9. Test All Items Above On Battery ( 26.5 ) 10. Battery Voltage With Load ( X ) 11. Reconnect A/C Power PERMIT EXPECTATIONS AND STATUS December 21, 2016 Documentation Requirements Items Requiring Hard Copy Resubmission (Two Sets, Signed and Sealed) - Structural changes - Life Safety and Egress Changes - ASIs once pricing is confirmed. Hard Copies kept onsite for AHJ Access - Submittals and Shop drawings (Two submittal books are in the job trailer) Items Not Requiring Hard Copy Resubmission but requiring electronic access - All other RFIs Please confirm the following items - Fire Protection Shop Drawings—Submitted to Fire Marshal and EOR. Does COAB require hard copy - Fire Detection Shop Drawings—Submitted to Fire Marshal and EOR. Does COAB require hard copy Inspection Procedures Requirements at Time of Inspection Prepared for inspection including access to proper documentation. Install should align with shop drawings and contract drawings. AWC Requests - Allow for electronic documentation at time of inspection. Hard copy to follow within two weeks of inspection - If an inspection will not occur on requested date then communication to confirm revised date. - Call AWC supervision (Jim Graham) when coming onsite to perform inspection - Please confirm proper process for requesting an inspection and time requirements (24 hours prior?AM/PM?) Outstanding Items - Two Hour Fire Wall —CRA to provide updated documents at the 12/21 Meeting - Documentation for Spray Insulation — Provided with proper date - Fire Coating at Spray Insulation Coverage — Tailored foam was back onsite on 12/16. AWC to inspect and review - Truss Updated drawings — Truss onsite repairs provided. Two hard copies of as-built trusses provided on 12/21 - Single Side Drywall —Confirm outstanding items to allow for single siding - Other? y'BUILD WITH U$. AULD-WHITEXOM Drake, Patricia From: Jacobovitz, Donald Sent: Friday, December 09, 2016 8:14 AM To: Drake, Patricia Subject: FW: COAB PCO 06 (Permit Fee) Attachments: 2016.1208 PCO 06 Permit Fee.pdf Patty, are they invoicing this properly? Thanks From: Billy-Dale Tyson [mailto:btyson@auld-white.com] Sent:Thursday, December 08, 2016 5:51 PM To:Jacobovitz, Donald; Gualillo,Victor Cc: Drake, Patricia; Patricia Evans Subject: COAB PCO 06 (Permit Fee) Don, Please review, sign, and return the attached PCO for the permit fee.This was excluded from the start of the project but I believe Nelson and Building Department had issues getting it billed so they asked us to just pay it. I am presenting this as a contract change order. I think the project has a number of costs coming up that we should try to hold onto our contingency. Thanks. Billy-Dale Tyson, LEED®AP Project Manager Auld&White Constructors, LLC email btyson(@auld-white.com phone(904)296-2555 1 mobile(904)386-8416 1 web auld-white.com 1 Change Order Request Auld&White Constructors, LLC 4168 Southpoint Parkway, Suite 101 Jacksonville, FL 32216 Phone: 904-296-2555 Owner: Project: 1533 - Atlantic Beach Public Safety Building 880 Seminole Road Atlantic Beach, FL 32233 Change Order Request#: 6 Building Permit Fee Phase Description Cost Type Est Unit# UM Est Unit Cost Estimated Cost 01811, BUILDING PERMIT 1 MAT 0.00 HRS 0.00 10,099.40 Bond 0.90% 108.00 Builders Risk 0.58% 59.00 Labor Burden 46.00% 0.00 Overhead and Profit 10.00% 1,087.00 Sales Tax 7.00% 707.00 Requested Total 12,060.40 Total For Change Order $12,060.40 Approved By: Submitted By: Auld&White Constructors, LLC Signed: Signed: Date: Date: 12/8/2016 fj Klr'1'r�� ATLANTIC BEACH PERMIT RECEIPT �stl�r August 31,2016 PERMIT DESCRIPTION:POLICE STATION•RENOVATION AND ADDITION t53 PERMIT NUMBER:16-COTH-1731 ADDRESS:854SEMINpIE RD "I �(rnl OWNER: JJ T e e PLAN CHECK FEES $3,240.00 BUILDING PERMIT FEE _ $6,480,00 STATE DCA SURCHARGE 597.20 STATE DBPR SURCHARGE $97.20 Fire Alarm Systems $35.00 ENG REV COMMERCIAL BLDG $150.00 Totals: _ ._....._...... .V.. $10,099.40 PP�o 1 Zp16 _...___�....._....._.1 EXHIS IT cow CITY OF BUILDING Included Items 1. Payment and Performance Bond. 2. Seven percent(7%)sales tax. 3. Builder's Risk Insurance. 4. Surveying and x-raying existing slabs and grade beams. 5. Tie into existing site sewer lines. No cleaning or repairs to existing lines are included. 6. Survey and TV existing plumbing lines. 7. Temporary dry-in and weather protection. 8. 750 LF of 6'temporary construction fencing gates with wind screening per site utilization plan. 9. Relocate existing flag pole. 10. Removal of existing radio antenna on Fire Nouse Tower. 11. Modular segmented block retaining wall placed on a #57 stone foundation with a 42" decorative aluminum handrail. reference Sheet C-530. 12. Prefabricated solid surface window sills. 13. Existing cedar siding repairs consists of 500 SF of removal and replacement and 700 SF of re-fastening. All existing shingles to be cleaned and stained to match new construction. 14. Athletic flooring in a standard solid color. 15. Upgrading ceiling in Fire Truck Bay with Type"X"drywall to achieve fire rating. 16. Provide 1-118" Ballistic Panels for partition Type 9 on A4.0. 17. Lockers in Rooms 025, 028 and 035. The lockers indicated in Evidence Room 047 are included as part of gun lockers and Evidence Room Allowance. 18. Window treatments. Y'BUILU WITH US. COMMERCIAL I HEALTNCARF 1 iNSTITUTW4AL 1 INDUSTRIAL AULD-WHITEXOM i Included Items(Continued) 19. 200 KW Single Phase 120/240 VAC Generac Emergency Generator, 20. Fire Alarm System, 21. Structured cabling, security,access control and audio visual included as an Allowance. Excluded Items 1. Construction Management Pre-Construction Fee of$23,000 already encumbered. 2. City of Atlantic Beach Building Permit fees and CLOMAR Permit. 3. Removal, replacement or handling of any unusable or hazardous materials. 4. Impact fees, pollution charges,concurrency fees,tree mitigation, meter or utility company fees, if any. 5. Cost of utilitylelectrical power during construction. Owner to pay for usage. 6. Storm Water Prevention Permit.Area disturbed less than one (1)acre, 7. Gutters and downspouts—none indicated. 8. Wire shelving—none indicated. 9. FM 200 Fire Protection System. 10. Commissioning of plumbing, fire protection, mechanical and electrical systems including written balance report and functional performance testing, 11. Lightning Protection System. ;BUILD WITH US. COMMRCIAL HEALTHCARE INSTITUTIONAL INI'SUVRIAI. AULD•WMTEXOM ,- CONTRACT71 t t CITY OF ATLANTIC� 13EACH PUBLIC SAFETY BUILDING MAY 2, 2016 •DBUILDING ESTIMATE 1 GENERAL CONDITIONS _ 179,000 2 GENERAL REQUIREMENTS - 53,900_ 3 FIELD SURVEYS&TV PLUMBING LINES 3,200 4 BUILDER'S RISK INSURANCE 9,6_00 5 GENERAL LIABILITY INSURANCE - 31,100 6 PERFORMANCE& PAYMENT BOND _ 24,900 7 GEO-TECH TESTING FOR AUGERCAST PILING ALLOWANCE _____7,500 8 RELOCATE EXISTING EQUIPMENT ALLOWANCE 1 000 9 ROOT TRIMMING ALLOWANCE 3;000 10 SITEWORK&UTILITIES __,_............._204,000 11 LANDSCAPING& IRRIGATION - 14,800 12 CONCRETE SIDE WALKS ,__W/CONC 1.3 BUILDING DEMOLITION&TEMP PROCEDURES77,700 14 SEGMENTED BLOCK RETAINING WALL 29,200 15 DUMPSTER GATES ALLOWANCE 7,500 16 CONCRETE 159,200 17 AUGER CAST PILES _. 181,300 18 CMU MASONRY _ 88,_100 19 STRUCTURAL& MISC. STEEL 48,700 20 CARPENTRY &MILLWORK -.,--.-...-251,400 251,400 21 MOISTURE PROTECTION _...___..........-13,600 22 ROOFING&INSULATION _ 98,300 23 WOOD&HOLLOW METAL DOORS 146,000 24 INTERIOR STOREFRONT&GLAZING _ 64,400 25 GARAGE DOORS &SHUTTERS __...... 14,500 26 DRYWALL&CEILINGS 2262.6-00- 27 STUCCO &FIREPROOFING3,100 _.._........... 28 FLOORING&TILE 85,800 29 FLOOR LEVELING ALLOWANCE _ 1,000 30 PAINTING 45,300 31 BUILDING SPECIALTIES _ 30,700 32 SIGNAGE ALLOWANCE 33 GUN LOCKERS& EVIDENCE SHELVING ALLOWANCE 90,000 34 WINDOW TREATMENTS _......... _ 4.100 35 PLUMBING _103,500 36 FIRE PROTECTION .........W 100,000 37 HVAC 1851690- 38 ELECTRICAL 419.000 39 STRUCTURED CABLING& SECURITY ALLOWANCE _. _96,000 40 PROJECT CONTINGENCY ALLOWANCE 50,00_0 41 GENERAL CONTRACTORS FEE 307,300 GUARANTEEDTOTAL MAXIMUMPRICEiii ,'BUILD WITH US. COMMERCIAL ! HEALTHCARE ! INSTITUTIONAL ! !NDUSTRIAL AULD•WHITEXOM SS1 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J �r ATLANTIC BEACH, FL 32233 (904)247-5800 December 21, 2016 Auld& White Constructors, LLC Don Jacobovitz, PE, COAB Re: Outstanding inspection issues up to and including framing inspection. Request to install sheet rock on one side of interior walls cannot be approved, due to too many issues. Issues include: 1. Trusses cannot be inspected due to different as-built truss package than approved trusses. Please submit two copies of revised truss package, with Revision Form, for plan review before truss inspection can be done. 2. Truss repair revisions cannot be inspected, due to the above issue and top chord of trusses are covered with spray foam insulation. Truss repairs that could be seen appear to be incomplete and/or insufficient. 3. Duct work does not match approved drawings. Please submit revisions for plan review. If duct work continues, leave places open to measure sizes. 4. The thermal barrier coating(DC-315)on the spray foam insulation is insufficient and cannot be approved. 5. Too many missing connection details at uplift points, including Details 1 A/S 1.2 and 4/S1.2. 6. The furring strips on both sides of exterior walls must be fireblocked,per FBC-B, Sections 718.2.6 and 1406.2.3. 7. This is not a complete list. Project supervision and/or punch list crew should inspect project for completeness and Code compliance, before calling for inspection. All revisions must be signed/sealed/dated and approved by plan review, prior to inspection, and be on site for inspections. Dan Arlington, CBO 247-5813 darlington@coab.us 1 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD - r ATLANTIC BEACH,FL 32233 (904)247-5800 December 21, 2016 Auld& White Constructors, LLC Don Jacobovitz, PE, COAB Re: Outstanding inspection issues up to and including framing inspection. Request to install sheet rock on one side of interior walls cannot be approved, due to too many issues. Issues include: 1. Trusses cannot be inspected due to different as-built truss package than approved trusses. Please submit two copies of revised truss package, with Revision Form, for plan review before truss inspection can be done. 2. Truss repair revisions cannot be inspected, due to the above issue and top chord of trusses are covered with spray foam insulation. Truss repairs that could be seen appear to be incomplete and/or insufficient. 3. Duct work does not match approved drawings. Please submit revisions for plan review. If duct work continues, leave places open to measure sizes. 4. The thermal barrier coating(DC-315) on the spray foam insulation is insufficient and cannot be approved. 5. Too many missing connection details at uplift points, including Details 1 A/S 1.2 and 4/S1.2. 6. The furring strips on both sides of exterior walls must be fireblocked,per FBC-B, Sections 718.2.6 and 1406.2.3. 7. This is not a complete list. Project supervision and/or punch list crew should inspect project for completeness and Code compliance,before calling for inspection. All revisions must be signed/sealed/dated and approved by plan review, prior to inspection, and be on site for inspections. Dan Arlington, CBO 247-5813 darlington@coab.us 1 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD J �r ATLANTIC BEACH,FL 32233 (904)247-5800 December 21, 2016 Auld& White Constructors, LLC Don Jacobovitz, PE, COAB Re: Outstanding inspection issues up to and including framing inspection. Request to install sheet rock on one side of interior walls cannot be approved, due to too many issues. Issues include: 1. Trusses cannot be inspected due to different as-built truss package than approved trusses. Please submit two copies of revised truss package, with Revision Form, for plan review before truss inspection can be done. 2. Truss repair revisions cannot be inspected, due to the above issue and top chord of trusses are covered with spray foam insulation. Truss repairs that could be seen appear to be incomplete and/or insufficient. 3. Duct work does not match approved drawings. Please submit revisions for plan review. If duct work continues, leave places open to measure sizes. 4. The thermal barrier coating(DC-315) on the spray foam insulation is insufficient and cannot be approved. 5. Too many missing connection details at uplift points, including Details IA/S1.2 and 4/S1.2. 6. The furring strips on both sides of exterior walls must be fireblocked,per FBC-B, Sections 718.2.6 and 1406.2.3. 7. This is not a complete list. Project supervision and/or punch list crew should inspect project for completeness and Code compliance, before calling for inspection. All revisions must be signed/sealed/dated and approved by plan review, prior to inspection, and be on site for inspections. Dan Arlington, CBO 247-5813 darlin onncoab.us 1 r Ile CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 0131 9r December 21, 2016 Auld& White Constructors, LLC Don Jacobovitz, PE, COAB Re: Outstanding inspection issues up to and including framing inspection. Request to install sheet rock on one side of interior walls cannot be approved, due to too many issues. Issues include: 1. Trusses cannot be inspected due to different as-built truss package than approved trusses. Please submit two copies of revised truss package, with Revision Form, for plan review before truss inspection can be done. 2. Truss repair revisions cannot be inspected, due to the above issue and top chord of trusses are covered with spray foam insulation. Truss repairs that could be seen appear to be incomplete and/or insufficient. 3. Duct work does not match approved drawings. Please submit revisions for plan review. If duct work continues, leave places open to measure sizes. 4. The thermal barrier coating(DC-315) on the spray foam insulation is insufficient and cannot be approved. 5. Too many missing connection details at uplift points, including Details 1 A/S 1.2 and 4/S 1.2. 6. The furring strips on both sides of exterior walls must be fireblocked,per FBC-B, Sections 718.2.6 and 1406.2.3. 7. This is not a complete list. Project supervision and/or punch list crew should inspect project for completeness and Code compliance, before calling for inspection. All revisions must be signed/sealed/dated and approved by plan review, prior to inspection, and be on site for inspections. Dan Arlington, CBO 247-5813 darlin onn&coab.us 1 SUBMITTAL 4168 Southpoint Parkway,Suite 101 DATE: 07/05/2016 AULD &WHITE Jacksonville,Florida 32216 SPEC#• 072100-01 CONSTRUCTORS • LLC Phone 904-296-2555 Fax 904-296-6990 SBMTL#: REV#: To: Brian Yarbrough From: Billy-Dale Tyson Clemons Rutherford&Associates, Inc. Auld &White Constructors, LLC 2027 Thomasville Road#202 4168 Southpoint Parkway, Suite 101 Tallahassee, FL 32308 Jacksonville, 32216 Cc: Billy-Dale Tyson- Auld &White Constructors, LLC Re: 1533- Atlantic Beach Public Safety Building Submittal for Approval: Building Insulation for your review and approval. Please Return Your Response By: 07/19/2016. / Additional Notes: r Submittal Item Document Type Copies Remarks Building Insulation Product Data For Approval APPROVED By Don Mixon at 11:23 am, 7/6/16 CRA RUTHERFORD&ASSOCIATES,INC. CRA ARCHITECTS PLANNERS AULD&WHITE CONSTRUCTORS SUBMITTAL DATA DATE RECEIVED I CRA PROJECT NUMBER CRA LOG NUMBER IOB NUMBER 1533- DATE RECD APPROVED "a APPROVED AS NOTED sTRU T SPEC.SECTION 072100-01 RESUBMIT enc NOT APPROVED 0i1 Approved X Approved As Noted REVIEWING IS ONLY FOR CONFIRMATION WITH THE DESIGN CONCEPT OF THE PROJECTANDCOMPLIANCEWITHTHEINFORMATIONGIVENINTHE.CONTRACT Disapproved - Correct and Resubmit DOCUMENT THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED ATTHE SITE.FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS.METHODS, APPROVAL IS FOR GENERAL ARRANGEMENT ONLY AND DOES NOT TECHNIQUES,SEQUENCES AND PROCEDURES OF CONSTRUCTION.AND RELIEVE SUPPLIER OR SUBCONTRACTOR FROM HIS RESPONSIBILITY FOR SICK r'6 MO QUANTITIES, OF THE WORK OF ALL TRADES QUANTITIES,DIMENSIONS AND COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. g%llH-Dale T,�Sov'. CHECKED BY: Billy-Dale Tyson Billy-Dale Tyson, Project Manager DATE RE'I"D: r system K rat'�o te 1r5 ore Energy Eff. (yNE"F. 'the %Cyrecoteter' M ,� W Nea1th�er tiSED'� rsu�at•�or .11 S00 M asorry , COle.F� A ,A. i f CtIVTER +ri -NU 1jjtt I S. r _ V UL s Core-Fill 500 Masonry Advantages of using Insulation Information Core-Fill 500 insulation Manufactured since 1977, Core-Fill 500 masonry Is Core-Fill 500 more efficient that other masonry insulation is an amino-plast resin and foaming agent wall insulations? surfactant that is injected with compressed air. An independent report shows Core-Fill 500 allows less Commonly asked questions regarding installation: heat to be gained or lost through the wall than 1" or 2" rigid board insulation, loose fill and foam inserts. What is the proper way to install Core-Fill 500? (Source: Duke Power Company). Core-Fill 500 is installed after all masonry and structural work is in place. A 7/8" hole is drilled in Does Tailored Foam perform it's own work or use each vertical column of block cells 4' +/- above the subcontractors? floor level. The foam is pressure injected into the cells Tailored Foam installs 100% of our foam insulation at over 100 pounds per square inch. This procedure products. All of our lead installers are certified by the is repeated every 10' +/- (i.e. 14' 24' 34'...) of wall chemical manufacturer. height until the void is completely full. The installer then patches the holes with mortar and scores it to If a hole is knocked in the block, loose fill will resemble the existing surface. drain out of the wall. Can the same thing happen with Core-Fill 500? Does Core-Fill 500 come premixed from the Since Core-Fill 500 becomes solid after it is installed, manufacturer? it will not drain out of the wall. Yes, Core-Fill 500 is shipped in liquid form, it is not Core-Fill 500 sealed the opening dehydrated like some products. All dry mix products around the vent pipe, preventing air shrink, which reduces the r-value. The shrunken foam infiltration into the building. (Excess will allow hot, moist air, sound, and bugs to enter the foam was removed after the photo building. was taken). Q Can Core-Fill 500 help reduce Take a minute to view this noise? short "How It's Made" video. Core-Fill 500 has a Sound Transmission Class Rating of y See what sets Core-Fill 500 53 in 8" concrete block. (Source:Acoustic Systems). apart from dry-mix products. Like any insulation, rigid obtainable "R" value per inch of any integral masonry board is only effective if insulation. Furthermore, since Core-Fill 500 fills the properly installed. As one core space completely, condensation issues and air can see in this photograph, infiltration within the cores are virtually eliminated. the company responsible for `1'l Il1'l x These superior performance characteristics combined installing the rigid board in r with Core-Fill 500's ease of installation provide the this project left several areas _ .._ ultimate pre-cast hollow-core insulation system. uninsulated. (This picture does not imply that all rigid Tailored Foam of Florida, Inc.'s large fleet of trucks board is installed improperly). allows allows us to better satisfy the needs of all of our customers' project schedules. When injected into the cores of pre-cast hollow-core Tailored Foam concrete panels, Core-Fill of Florida, Inc. 500 thermal and acoustical , offers the same masonry foam insulation commercial will provide the optimum grade insulation benefit in thermal insulation for new or and acoustical sound existing block reduction properties. Core-Fill 500 provides the highest homes. 1111E_ = 1111111 1 Spray Polyurethane Foams - or "SPF's" for short - are widely accepted as the most efficient way to insulate your new or existing structure. There are two distinctly different types of SPF's: Icynene .Sib Open Cell Foam Tailored Foam exclusively installs Icynene .51b Open Cell SPF products (the .51b signifies the weight of 1 cubic foot of foam when cured). Since 1986, Icynene ,. •+ continues to be the industry leader in open cell foam technology. From Icynene's classic open cell product LDC 50 - which has been installed in hundreds of "~ thousands of structures worldwide - to Icynene's renewable resource product LDR 50, Icynene has a product to fit your needs. There are other open cell products available on the market that "claim" to be "just like Icynene". We made the decision to form a relationship with the manufacturer of the highest quality open cell foam. For that reason, Icynene is the only open cell product that we offer. 21b Closed Cell Foam r There are numerous manufacturers of 21b Closed Cell SPF's in the market (the 21b signifies the weight of 1 cubic foot of foam when cured). Unlike the open cell product - which is used exclusively for its thermal/air infiltration qualities - these products have been tested for their water/vapor resistance, structural integrity, adhesiveness & thermal insulation. It is for this reason that we have chosen to "mix and match" the most g suitable product for our customers specific need. We represent manufacturers whose products can actually triple the uplift of a Miami-Dade conventionally framed roof - WITHOUT NAILS! Imagine "gluing" your roof together into a monolithic structure that will eliminate i - 99% of water intrusion in the event of storm damage to the roofing material! Thermal & Ignition Barriers Tailored Foam will apply the proper barrier as prescribed by the Florida Building Code, pertaining to spray foam insulations. If you need clarification as to the placement of these barriers, please do not hesitate to call one of our building specialists. Whether you are looking for the most economical way to insulate your home's attic - or your high rise office building - Tailored Foam will match you with the proper product for your specific need. Tailored Foam of Florida, Inc. ..y.� FACTS AND HISTORY . Founded in 1986, Tailored Foam of Florida, Inc. provides architects, contractors, 4 �- engineers, and government agencies with the most energy efficient, cost effective 1.'` "lo'' way to insulate concrete, concrete block, metal buildings, roofs, or precast using foam insulation. - Tens of thousands of new and r , retrofit projects have been insulated by Tailored Foam of - Florida, Inc. Thousands of those are school and university projects. Exclusive technological advances in our installation equipment have allowed us to create the largest independent foam installation organization -- in Florida. Tailored Foam of Florida, Inc. installs a variety of Spray Polyurethane Foams r (SPF's). Both .5-Ib. open cell' . SPF and 2-Ib. closed cell SPF products are available. Per the SPF manufacturer's recommendation, the fi necessary ignition barrier or thermal barrier will be applied to meet building code requirements. Core-Fill 500 Thermal Masonry Insulation is used to fill the empty cores of .; concrete block. "' - T TAILORED By specializing in the s.,;r "- Installation of foam insulation, FOAM ,,, R' b'M A we can guarantee the highest _ ^- Tailored Foam of Florida, Inc. ' -ti., quality workmanship on your i--�—+' _- �— r 3900 St.Johns Parkway _ _ P projects. Our experts in each "�' • �:- - :--- Sanford, FL 32771-6372800-683-3155 function of the planning, 407-332-0333 bidding and building process Fax 407-830-9174 can assist you in every phase O. www.TailoredFoaminc.com Info@TailoredFoaminc.com Of Construction. Tailored Foam I - Estimates@TailoredFoaminc.com of Florida, Inc. often serves as a liaison between the Serving Florida and the contractor and architect for southern third of Georgia value engineered projects. Our staff also includes a licensed Florida General Contractor (CGC #018512). J MATERIAL SAFETY DATA SHEET FOR COATINGS, RESINS AND RELATED MATERIALS (Approved by U.S Department of Labor"Essentially Sir"lar"to Form 0SHA-20) DATE OF PREP. January 4, 2016 SECTION 1 MANUFACTURER'S NAME: Tailored Chemical Products, Inc. STREET ADDRESS: 3719 1 st Avenue SW( P.O. BOX 4186) Hickory, NC 28603 TELEPHONE# (828) 322-6512 EMERGENCY TELEPHONE# 1-800-627-1687 MANUFACTURER'S CODE IDENTIFICATION PRODUCT CLASS: AMINO PLAST FOAM SYSTEM TRADE NAME: Core-Fill 500 Foam Insulation SECTION II-HAZARDOUS INGREDIENTS VAPOR INGREDIENT PERCENT EXPOSURE LIMITS LEL PRESSURE NONE N/A N/A N/A N/A SECTION III-PHYSICAL DATA BOILING RANGE: N/A VAPOR DENSITY HEAVIER LIGHTER THAN AIR EVAPORATION RATE _FASTER _SLOWER THAN ETHER PERCENT VOLATILE WEIGHT PER BY VOLUME GALLON: 7 LBS./ cu.foot SECTION IV-FIRE AND EXPLOSION HAZARD DATA DOT CATEGORY: White Fluffy Foam FLASH POINT N/A LEL N/A EXTINGUISHING MEDIA: N/A UNUSUAL FIRE AND EXPLOSION HAZARDS: MATERIAL WILL NOT BURN UP TO 1200 DEGREES FAHRENHEIT SPECIAL FIREFIGHTING PROCEDURES: NONE. The information contained herein is furnished without warranty of any kind,except that it is accurate to the best knowledge of the manufacturer or obtained from sources considered to be accurate and the manufacturer does not assume any legal responibility for the use or reliance upon same. Employees should use this information along with their own determinations to assure proper use and the safety and health of employees SECTION V-HEALTH HAZARD DATA EXPOSURE LIMITS: N/A EFFECTS OF OVEREXPOSURE; EYES: CONTACT WITH FRESH FOAM MAY CAUSE PRIMARY EYE IRRITATION SKIN: N/A INHALATION: N/A INGESTION: N/A EMERGENCY AND FIRST AID PROCEDURES: EYES: WASH OUT WITH COPIOUS QUANTITIES OF WATER SKIN: NORMAL SOAP AND WATER SECTION VI-REACTIVITY DATA STABILITY UNSTABLE X STABLE CONDITIONS TO AVOID: INCOMPATABILITY(Materials to avoid): STRONG ACIDS HAZARDOUS DECOMPOSITION PRODUCTS: AMMONIA,CARBON DIOXIDE,OXIDES OF NITROGEN HAZARDOUS POLYMERIZATION: _MAY OCCUR X WILL NOT OCCUR CONDITIONS TO AVOID: STRONG ACIDS SECTION VII-SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: SWEEP UP FROM AREA AND CONTAIN IN PLASTIC GARBAGE BAGS WASTE DISPOSAL METHOD: DISPOSAL MAY BE IN LANDFILL ACCORDING TO LOCAL,STATE,AND FEDERAL REGULATIONS. SECTION Vlll-SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: NONE REQUIRED VENTILATION: NONE REQUIRED PROTECTIVE EQUIPMENT OF CLOTHING REQUIRED: N/A EYE PROTECTION: GOGGLES RECOMMENDED WHEN INSTALLING OTHER PROTECTIVE EQUIPMENT: N/A SECTION IX-SPECIAL PRECAUTIONS PRECAUTIONS TO BETAKEN IN HANDLING AND STORING: NONE REQUIRED OTHER PRECAUTIONS: Core-Fill 500 Foam Insulation: Product & Technical Information Product Presentation Core-Fill 500 Foam insulation is a two component system consisting of Amino-Plast resin and a catalyst foaming agent surfactant. With the proper ratio, the two components together with compressed air produce foam insulation having excellent thermal an acoustic properties. Core-Fill 500 Foam insulation is a superior insulation for use in commercial, industrial and institutional applications. Core-Fill 500 contractors shall be licensed and approved by the manufacturer and shall employ applicators who are properly trained and certified in the use of Amino-Plast Foam Insulation materials and equipment. Core-Fill 500 Foam has bee tested by nationally recognized testing and research facilities such as Southwest Research Institute. San Antonio, Texas, Commercial Testing Co., Dalton, Georgia, Chem. Bac Laboratories, Charlotte, N.C. Cerny Environmental Consulting an Technology, Tampa, Florida. Technical Presentation TEST REFERENCE REQUIREMENTS CORE-FILL 500 RESULTS COMPLY Thermal Resistivity D.O.E.(e)(2) Not Less than 4.0 per inch @ 74°F 4.5 per inch YES H.U.D.6.2.7 @ 32°F 4.9 per inch Fire Safety D.O.E.(d)(2) Flame spread not to exceed 25 Fuel contributed 0 H.U.D 6.2.10 Flame spread*0 YES Smoke density 5 Corrosiveness D.O.E.(e)(3) Al.Cu.Steel-no perforations No perforations H.U.D.6.2.8 Galvanized steel-no pitting No pitting YES Loss in mass not to exceed 0.2g Less than 0.1 g Density D.O.E.(e)(2) Dry 0.7 to 0.9 Ib/ft 3 0.8 Ib/ft 3 YES H.U.D.6.2.7 Wet 2.5 to 5.5 Ib/ft 3 2.7 to 3.3 Ib/ft 3 Water Absorption D.O.E. (e)(2) Not to exceed 15% Floating test 3% YES H.U.D.6.2.9 No absorption in less than 1 hour Droplet test 1 hr 15 min. Setting Time D.O.E.(e)(8) 20 to 60 seconds 21 seconds YES H.U.D.6.2.2 Volume Resistivity D.O.E.(e)(9) Not less than 5000 Ohm-Cm 43000 Ohm-Cm YES H.U.D.6.2.3 Acoustic Properties A.S.T.M.E90-90 STC Rating 50 STC Rating 53(equal to sand) YES OITC Rating 44(equal to sand) Water Drainage D.O.E.(e)(10) No Leakage No Leakage YES H.U.D.6.2.4 Shrinkage D.O.E.(e)(11) Not more than 4.0% Less than 1% YES H.U.D.6.2.5 *This numerical flame spread rating is not intended to reflect hazards presented by this or any other material under actual fire conditions. Construction Values Insulation Value CONSTRUCTION "U"VALUE "R"VALUE Hollow core concrete block FOAM CORES 6 inch 0.09 11.1 8 inch 0.07 14.2 12 inch 0.05 20.0 FOAM IN CAVITY 10"Cavity Wall (wall applications 4"Dense Outer Wythe 0.07 14.2 based on"R"value 2"Air Space of 4.9 per inch) 4"Hollow Inner Wythe HOLLOW BLOCK WALLS-u Values provided by National Concrete Masonry Association,Herndon,VA.Based on a 60 lb block Technical information supplied by Tailored Chemical Products, Inc. manufacturer of Core-Fill 500. TAILORED 3900 St. Johns Pkwy FOAM Sanford, FL 32771 or FLORIDA,INC. Phone: 800-683-3155 COMMERCIAL & RESIDENTIAL or 407-332-0333 www.tailoredfoamine.com Fax: 407-830-9174 International 1 1 Technology tPaini To Protect www.painttoi)rotect.com oW&painttoprotect.corn DC315: Your one step solution for Polyurethane Foam "15 Minute Thermal Barrier" and "Ignition Barrier" ratings. DC315 is a Certified Warnock Hersey listed and rated product which has passed certified testing for both the (UL-1715) 15 minute Thermal Barrier and the NFPA 286 (AC-377 standards) as an Ignition Barrier. What is truly amazing is DC315 is an easy to apply new state of the art, water based latex paint. It is as easy to apply as regular latex paint. Using DC315 to satisfy code compliance on"15 Minute Thermal Barriers" and "Ignition Barriers" on your next foam job means: ✓ Large single coat spread rate ✓ UL 1715 Thermal Barrier—88.88 sq. ft./gal @ 18 mils wet and 12 mils dry ✓ NFPA 286 (AC377) Attic Crawl Space Ignition Barrier 130 sq.ft./gal @ 12 mils wet 8 mils dry ✓ Reduced labor cost, reduced material cost and higher profits ✓ Fast turnaround time ✓ Easily applied with a sprayer, brush or roller ✓ No complicated mixing-just stir the paint before application ✓ No waste ✓ Fast and easy clean up of our water based latex product, tools & equipment ✓ Will not gum up or block spray equipment ✓ Passed strict EPA—VOC and AMQD tests ✓ Non Toxic, Low Vapors, Low VOCs ✓ No Formaldehyde ✓ Two year shelf life ✓ Certified Code Compliant Coating RECOMMENDED USES: This product is designed for use on interior polyurethane foam surfaces USED BY: Schools, Colleges, Nursing Homes, Child Care Centers, Hospitals, Penal Institutions, Apartments, Hotels, Factories, Warehouses, Retail Stores, Restaurants, Utilities, Railroad and other Transportation Companies, Oil and Chemical Installations, Military Installations, and other facilities where fire retardant coatings are required. Application Equipment: DC315 can be applied by brush, roller or airless sprayer. Brushing: Use top quality polyester/nylon blend brushes such as those supplied by Purdy, Wooster, or equivalent. Rolling: 3/8" polyester blend nap roller covers generally work well. Spraying: Pump: (Graco) For best results use a piston pump airless sprayer, with a minimum 1GPM rating at 3000psi. • Tip: 017 - 021, or equivalent. • Filter: 100 mesh • Hose: Use minimum size of 3/8" airless spray line for the first 50' from pump. • Use of a dedicated spray line is required. Airless Spray: • Fluid Pressure: ........................2100 PSI or higher • Strainer: ..................................100 Mesh • Fluid Hose: ..............................3/8 diameter with a %" whip • - . Tip: .......................................... 021 Conventional Spray • Air Supply. 12 CFM, 50 psi at nozzle, • Fluid........ 15-20 psi • Gun. ..... Graco 217-800 to 217-816 • Type . . . . . . . . . . . . . . . External Mix • Reduction . . . . . . . . . . . . . . .Up to 7% APPLICATION: Stir thoroughly and apply WFT per test. Do not apply in temperatures below 50°F (102C). CHARACTERISTICS: Finish . . . . . Flat Color. . . . . . Off-White Spreading Rate . . . . For 15 minute Thermal Barrier 88.88 sq. ft./gal @ 18 mil wet and 12 mils Dry Spreading Rate . . . . For AC377 Attic Crawl Space 130 sq. ft./gal @ 12 mil wet 8 mils Dry Coverage . . . . . . . . ..88.88-130 sq. ft./gal @ 8 mil dry— 12 mils Dry V.O.C. . . . . . . . . .. . (56 g/1) Volume Solids . . . . . . . . .. . 65% Drying Time @ 77°F & 50% RH: .To touch 1-2 hours to recoat 2 to 4 hours Type of Cure . . . . . . . . . Coalescence Flash Point. . . . . . . . . . . . . . . . . None Reducer/Cleaner . . . . . . . . . . . Water Shelf Life . . . . . 2 years (unopened) Packaging. . . . 1 & 5 gal. Containers Shipping weight . . . . 1 gal - 13 lbs 5 gals - S8 lbs Application . . . . . . . . . . Brush, roller, conventional and airless spray FIRE HAZARD CLASSIFICATION: DC315 is a certified Warnock Hersey listing and meets all requirements UL1715 15 Minute Thermal Barrier of ICC-ES and NFPA 286 new AC 377 criteria. DC315 passed UL 723 at 0 flame spread index and 10 smoke developed index. DC 315 has done multiple testing and passed multiple foams on all tests. The rooms for the UL 1715 Bay Systems wall insulation to the UL 1715 test room on the back wall, right wall, and ceiling. The walls and ceiling were sprayed with 6 inches of foam. The assembly was made up of 20 gauge metal studs spaced 24 inches oc then 5/8 type X gypsum wallboard was screwed on the inside of the studs. The rooms for the NFPA 286 consisted of three walls with 2x12 studs, 24 inches o.c. and 2x16 joists, 24 inches o.c. with a % inch gypsum wall board. The final interior dimensions were 8 feet high, 8 feet wide and 12 feet deep. Ceiling joists ran parallel to the short dimension of the room. The corner was constructed such that two studs met at their edges, forming a 900 angle. The spray foam was applied in the stud cavities to a maximum thickness of 12 inches on the walls and 16 inches on the ceiling 1OOF l� International Fireproof Technology Inc. Paint 10 m-otect l� �6 0 y��1Nl•�N`� Leading Edge Technology for Unsurpassed Fire Protection 949.975.8588 Material Safety Data Sheet — DC315 1. Product and Company Identification Product: Water based fireproof paint Product Code: DC315 Company: International Fireproof Technology Inc. 17528 Von Karman Avenue Irvine, CA 92614 Phone: 949-975-8588 2. Composition/Information on Ingredients Ingredient CAS No. Percent Ammonium Polyphosphate 68333799 2545 % Melamine 1008781 10-25 % Pentaery thritol 115775 10-25 % PVAC Resin 9003-20-7 5-30 % Titanium Oxide 13463-67-7 5-10 % Water 20-40% 3.Hazards Identification Hmis Hazard Classification Toxicity: 0 Flammable: 0 Reactivity: 0 Personal Protection: B Scale Low: 1 Moderate: 2 High: 3 Extreme: 4 Emergency Overview: None Potential Health Effects: None General: No Danger Inhalation: It may result in irritation of throat and lungs if inhaling. Ingestion: None Skin Contact: Direct skin contact doesn't cause skin irritation or dermatitis. Eye Contact: May cause irritation upon direct contact. 4. First Aid Measures Inhalation: None Ingestion: Seek medical attention or drinking amounts of water immediately. Skin Contact: Wash with soap and water Eye Contact: Flush with water. Consult a physician if necessary. Note to Physician: None 5. Fire Fighting Measures Fire: None-Flaming Explosion: Not considered to be an explosion hazard. Fire Extinguishing Media: None-Flaming Special Information: None 6.Accidental Release Measures Steps to be taken in case of spill or leak: Maintain adequate ventilation. Prevent runoff to sewers. Use sand or other material to dam or contain spill. Soak up with an inert absorbent. 7. Handling and Storage Handling: Keep containers tightly closed. Storage: Period:5 24 months Special Comments: Store between 5°C - 35°C in a closed container in a protected area. Wash hands thoroughly with soap and water after handling as a standard hygienic practice. 8.Exposure Controls/Personal Protection Airborne Exposure Limits: None Ventilation: A system of local and/or general exhaust is recommended to keep employee exposures below the Airborne Exposure Limits. Local exhaust ventilation is generally preferred because it can control the emissions of the contaminant at its source,preventing dispersion of it into the general work area. Please refer to the ACGIH document, Industrial Ventilation, A Manual of Recommended Practices, most recent edition, for details. Personal Respirators: Wear dust mask during work. Skin Protection: It is good to use protective gloves. Eye Protection: Wear goggles to avoid splash. 9. Physical and Chemical Properties Appearance: White liquid Odor: Odorless Data relevant to safety: Changes in physical state: Temperature>60°C; after the pail is opened. Flash point: Not applicable Ignition temperature: Not applicable Self-ignition temperature: Not applicable Color: White; also available in standard color range Particle size: <45 µm Solid Content: Above 65% Density: 1.30 t 0.05 Viscosity: > 80 KU (at 25°C) pH: 7.0 f 1.0 Thinner: Water Storage Temperature: 5°C- 350C 10. Stability and Reactivity Stability: Stable under ordinary conditions of use and storage. Hazardous Decomposition Products: Ammonium gas. Vinyl monomers if the temperature is higher than 45°C. Hazardous Polymerization: Should not occur. Incompatibilities: Evolution of ammonia under high temperature. Conditions to Avoid: High temperature condition(>45°C) 11.Toxicological Information Acute oral toxicity(LD5o): None Irritant effect on skin: None Irritant effect on eyes: Slightly irritant Duration of exposure: 24 hours 12. Ecological Information Ecological effect: Fish toxicity(LC50);None Environmental Fate: When released into the soil, this material is not expected to leach into groundwater. When released into the soil, this material is not expected to evaporate significantly. When released into water, this material is not expected to evaporate significantly. 13. Disposal Considerations Dispose waste by sanitary landfill or incineration in accordance with appropriate regulations. 14. Transport Information Shipping Name: Product Name: Fireproof Paint Product Code: DC315 Size: 1 Gallon or 5 Gallon by plastic bucket. Road transport: Non-hazardous goods Inland waterways transport: Non-hazardous goods Marine transport: Non-hazardous goods Air transport: Non-hazardous goods Dispatch by post: Permitted 15.Regulatory Information Health hazardous goods: NO Environmental hazardous goods: NO Fire hazardous goods: NO 16. Other Information Hazard Warning: None Cautions: Avoid contact with eyes. Use with adequate ventilation. Wash thoroughly after handling. Label First Aid: Assist person to understand and exactly avail the materials. Product Use: Fireproof Paint Remark: This information is based on our present state of knowledge. It should not therefore be construed as guaranteeing specific properties of the products described or their suitability for a particular application 505 Deer Ridge Lane Ararat,VA 24053 DRC Deer Ridge Consulting, Inc. Office:276-755-9162 Fax:866-441-1054 www.deer-ridge-consufing.com Code Compliance Research Report Subject: International Fireproof Technology, Inc. (IFI'I) DC315 Fire Protective Coating Date: October 20, 2015 Materials: DC315. Single-component, water-based fire protective coating for use over spray-applied polyurethane foam plastic insulation. Test Standards: Provert Standard Solids Content by Volume ASTM D2697 Density ASTM D1475 Viscosity ASTM D2196 Building Codes and Code References: 1. 2006, 2009, 2012,2015 International Building Code(IBC) 2. 2006, 2009, 2012,2015 International Residential Code(IRC) 3. AC456 Acceptance Criteria for Fire-Protective Coatings Applied to Spray-Applied Foam Plastic Insulation Installed without a Code-Prescribed Thermal Barrier,as approved by ICC- ES Committee, 10/2015. 4. AC377 Acceptance Criteria for Spray-Applied Foam Plastic Insulation, 5/2015. Summary: 1. Based on the test data submitted and the reference documents, DC315 fire protective coating meets the requirements and intent of AC456. When used and tested as a component as part of an assembly with specific spray polyurethane foam (SPF) systems, that assembly does not require the thermal barrier specified in IBC Section 2603.2, IRC Section R326.4 or AC377 Section 3.2.3.2. 2. Specific DC315 / SPF assemblies, including minimum DC315 thicknesses and maximum SPF thicknesses, may be found in individual SPF evaluation reports based on AC377. Labeling Requirements: Containers of DC315 must be identified with the manufacturer's name(IFTI),address and telephone number; the name of the insulation product (DC315); date of manufacture; shelf life or expiration date; storage conditions; application instructions; and the name of the third-party inspection agency. Deer Ridge Consulting,Inc. Page 2 of 3 Discussion: 1. Specific Spray Foam Systems:DC315 is tested with specific spray polyurethane foam(SPF)systems as specific assemblies. DC315 application thickness will vary from one SPF to another. Fire test methods and test report requirements are provided in AC377.Recognition for specific assemblies with limits on DC315 and SPF thicknesses can be found in individual SPF evaluation reports based on AC377. 2. Per Cent Solids by Volume: For DC315, the per cent solids by volume(vol%)is 67%. 3. Dry Film Thickness, Wet Film Thickness and Theoretical Application Rate: Thicknesses and theoretical application rates for DC315 may be determined from the thicknesses reported in the respective fire test reports and the formulas listed in AC456,Appendix A. Based on a vol% content of 67%,Table 1 relates these relationships. Table 1:Film Thicknesses and Theoretical Application Rates WFT DFT TAR Wet Film Thickness Dry Film Thickness Theoretical Application Rate (mils) (mils) (gallons/ 100 ft') 18 12.0 1.13 19 12.7 1.19 20 13.4 1.25 21 14.1 1.31 22 14.7 1.38 4. Adjustments to Theoretical Application Rates (TAR): Due to job conditions, TARS must be adjusted upward for estimating and application purposes.Factors that affect these adjustments include SPF surface texture,overspray,and miscellaneous losses(such as spills,material left in hoses or on brushes,etc).Refer to SPFA-121"Spray Polyurethane Foam Estimating Reference Guide"for specific determination methods. 5. Installation Instructions: Specific installation instructions may be found in the DC 315Data Sheet and Application Guide. a. Surface inspection and preparation:All surfaces to be coated must be clean,cured,firm,dry and free of dust, dirt, oil, wax, grease,mildew and efflorescence.Inspect and clean surfaces as required. Some SPF assemblies require the use of a primer(see individual SPF evaluation reports for details). b. Equipment and Settings: DC315 may be applied using airless spray equipment, brush or roller. See DC 315Data Sheet and Application Guide for specific equipment recommendations and settings. 505 Deer Ridge Lane • Ararat,VA 24053 • 276-755-9162 • www.deer-ridge-consulting.com Deer Ridge Consulting,Inc. Page 3 of 3 C. Application Conditions:Apply DC315 when ambient temperature is between 50 and 90°F and relative humidity is between 50 and 75%. d. Storage Conditions/Shelf Life:Do not store DC315 below 50'F. Shelf life of DC315 is one year from date of manufacture when stored in unopened containers between 50 and 80'F. e. Mixing:DC315 must be mixed prior to application.Use a high-speed drill with a mixer sized for the specific container. Container contents should be stirred from the bottom up. Five- gallon pails should be mixed 4-5 minutes. See DC 315Data Sheet and Application Guide for additional information. f. Multiple Coats: Maximum application thickness of DC315 in one coat is 24 mils WFT for both vertical and horizontal (overhead) applications. Allow two hours between multiple coating applications. 6. Fire Tests and Recognized Assemblies: Fire tests for recognizing DC315 / SPF assemblies are specified in AC377 with NFPA 286 being the more common. Specific assemblies with minimum DC315 thicknesses and maximum SPF thicknesses may be found in individual SPF evaluation reports. 7. Quality Control:DC315 is manufactured under a quality control program supervised and inspected by Warnock Hersey/Intertek. Conclusions: DC315 fire protective coating meets the requirements and intent of the IBC and IRC, in combination with tested SPF systems, as alternate assemblies to the use of thermal barriers as specified and as limited in the Summary section above. Respectfully submitted, Deer Ridge Consulting, Inc. Roger V. Morrison, PE, RRC President Reference Documents: 1. 2006, 2009, 2012 and 2015 International Building Code: Sections 803.1.2.1; 2603. 2. 2006, 2009, 2012 and 2015 International Residential Code: Sections R302.9.4; R316. 3. AC456 Acceptance Criteria for Fire-Protective Coatings Applied to Spray-Applied Foam Plastic Insulation Installed without a Code-Prescribed Thermal Barrier,as approved by ICC-ES Committee, 10/2015. 4. AC377 Acceptance Criteria for Spray-Applied Foam Plastic Insulation, 5/2015. 5. DC 315Data Sheet and Application Guide. 6. SPFA-121 "Spray Polyurethane Foam Estimating Reference Guide." 7. PRI Construction Materials Technologies, Test Report No. CAW-002-02-01, March 24, 2015 (Percent Solids by Volume). 505 Deer Ridge Lane • Ararat,VA 24053 • 276-755-9162 • www.deer-ridge-consuhing.com K ICC EVALUATION Most WidelyAccepted r r Trusted SERVICE ICC-ES Report ICC-ES 1 .+t .DZIZO16 This ,. + DIVISION: 09 00 00—FINISHES SECTION: 09 96 43—FIRE.RETARDANT COATINGS REPORT HOLDER: INTERNATIONAL FIREPROOF TECHNOLOGY INC. PAINT TO PROTECT INC, 17528 VON KARMAN AVENUE IRVINE, CALIFORNIA 92614 EVALUATION SUBJECT: DC 315 COATING t ICC 1CC ICG c C P M G trsr�r� Look for the trusted marks of Conformityl "2019 Recipient of Prestigious Western States Seismic Po!icW Council f WSSPQ Award in Excellence` A SwInl4«ry of ccc�drat ICC-ES EVadaarioN Rcpar7a are Mf to Err ec►+lsrrued as j-vpr NnrAW ae4dWtk-x or w7 cWher armbuks rhvr �9c spec 1cally addrrssasrt nor arm 1147- to he cou7.iewd as an rwk seuwrrt of the subjw cgj%tlk«report or a r rrmawwndm;on for its use. 77itre is no»arrant,by ICC F.twhowition Senvlce, LLC,4"press or lagdfet� as to aM'f L%&jX or cwbrr mutter in this mp art, or as to wW prrx luct covered by the repa►t. ,�%"� �•«-.cam a. Copyright° 2016 ICC Evaluation Service, LLC. All rights reserved. ICC EVALUATION i N..::: SERVICE M**t Widely Accepted 3nd TruiW ICC-ES Evaluation Report ESR-3702 Issued February 2016 Th)s fopM is suba+r;•ei'to rmawal February 2417. vawwAcc-e3.pr_q i (800)423.6587 1 (562) 699.4543 A Subsrcrrary c1'fr,e (nfatrtatu:aqi Code CotnX06 DIVISION, 09 00 DO—FINISHES report A (appy c!the rnstrwx E must txs ava'aVe on the Section:09 96 43--Fire-Retardant Costings A site at at=trines REPORT HOLDER: DC 315 must be mectianrcalty rmxe0 pnor to app CW" The oDat.ng is aWed to the requ-red thcrness using INTERNATIONAL FIREPROOF TECHNOLOGY INC,t spray egiopment a brush or a roller having a medium nap PAINT TO PROTECT INC. Surfaces to be cowed must be mspeoed in aowda(YA 17526 VON I{ARMAN AVENUE with the manuiactwer's published Pnstallatton 3nstruCt9M IRVINE,CALIFORNIA 92614 ad must be dry, dean, and free 41 dirt toose debar and (949)97585.88 other subs!anees that ooktld interfere wvrih the adbe&on of www."intloproliect.gom the ooabng I he c*atng must not be "ted when the ptpfi�paintt�otect c,?T ambrerd or surface lemperalute rs bei 50'F (10"C) or aborre WF (32' C) and relabve humodr[y of not more than EVALUATION SUBJECT: 65% The manufacturer must be iwsuted !or speafie appht&"w+on CAr)Wtols DC 315 COATING Tho DC 315 c a" may bre #tipOiccl over way-applied foam plasbc rnsutartron vwl W Goys" th9 coated 1.0 EVALUATION SCOPE assembly with the 15-mirKAS thermal barner pm scribed in Compliance writs the following codes; tie IEC Sect4n 26034 and IRC Semon 83164(2006 IRC at 2015. 2012. 2009 ane 2008 tnfofriari " 8;ni0rV Sc hon R3t4 4) Godo,(IBC) 5.0 CONDITIONS OF USE ■ 2015.2012. 2009 and 200$ tnrofn3wo) Rw%xkri!aoJ The DC 315 aoo.,r.3 dcsTrro+sd ;n this report complies w1th Ooi*4(IRQ w is a su,iaUe a,!errat.ve to what is spea6ed in. those property 0"f&}pd; modes 1,sled in SectK>,i 1 0 of this report sublect to the ■ Appiw w n vr+tlioA a prowiptiv p tt►ermal herr* (01orr ing conclibom ■ Phgscat properties 5.1 App4cabon mus! comp;y with this report the 2.0 USES marw �l fadurers prsf*d install~rnstwo*ns, and the applicable code A copy of the rnstaltahon DC315 is a lqurd-appiterd caabN rnterwJed to applwabon uastruebons must be on the job site dunng ApplKaton veer the surface of Way-applied foam plastic ,nsulatNm orf the cmbng In the evenl of a cont Wit. thus report reoagnrzed in an IGC-ES evaluaw report as commWng and the code govern. vAlh ICC-ES AcceVarnre 4 Mrft r8 for Spray-appbed Foam RaZe Insulation (AC377) Tf* coated assembly may be S.Z The apploa is a addrlit" interior finishes over the left exposed to the rntenor of the bu:6ng wrlhbul thtr or�t,ng is cxtSide the sCt?pe Of this repgct apphcabcn of a co4eprest><Nted 15°mrnule Owmal toriw 5.3 Re{apgrntro► in this report is for ft Spook when Astalled as 60scrrbW an tBit report aswntY'O$and spray-oppliedd foam p►asbt W*V460rktl 3.0 DESCRIPTION 00000 rr) Ta" 1 The spray-OW-ed tfoam pINOG rnsldabon must be rnsta<kd in acOGrdBnce with the DC315 is a sing!e•companent, wafer-baase+d ItquJ-appd:ed rt+qurremaMs set forth in the spe*k ICC-ES nttinwscent coating The coating is 3vpp=re(I in 5-gal x► evaluat}pr1 report row 119 L) N is and 55•ge!W 008 L) drums and has a 0411 li4e of one (1) year Mien stored in I`Ktory•sea�eI 5.4 Tt*OWWV Is manufatured in Taoyuan. Tawan and coria r*ers at 1er*7per81ure3 between 50'8r►d 130'F (10 and lrnnG, Cabfpmgl. Lxeidcr a quokly oGr rot program w1h 21'q inspocws by ICC-E5 4.0 DESIGN AND INSTALLATION 6.0 EVIDENCE SUBMITTED 4.1 Installation—General- 5,1 Rewrts of testrig in ac,7Axdanae wrath AC4,% DC 315 must Ire a ':rd in acmdaxkx, with Me m6,iduxg roam c-orner fire tesbng to accordance w+11) avmvfacxurtrs putiishoj apy7buitican rtlr3Vud+orm and tins NFPA 285 x 'J r!'wrr«w.wRr rb an rani ra La ew.ww4w =0*%W.¢r04-difrW rA w My eMs a br eare d V'1M�, goawnk»eaw�".f^fob*earaJdefwrwror* oft rwr.file"mourrrfhwlrijxlrf.:a�.cwlientr,JlJr b4WAft& ry 09Vf M9W0'Aa6'#VFW%WAi 0P015Frr1s*w-4 C.A-("rfy OW ftyWR - O 20161GC EY"wkn Saimaa.LLC A)rV t nrservstl Pape 1 pr 2 ESR-3702 I M"-1 WK*ty AaWrod and Trusl4d Page 2 Of 2 7.0 IDENTIFICATION ft man la,^turers anlrucl>w# fcx appl4alion. and the A)1 onrtianers oll OC $15 Qo4ring must be taWed with the en+nluMm;on report number(ESR-3102) marruladurer's name (International Firepwol Technoogy The Spray•applred !vam pta$4c 1n$v1M M must be Inc I Paint to Protect I )and address. the product name, labeled in acoordanee with ttte applicabW ovalueitpn repM the date of manufacture. the shelf lire or exp ralxon date. (see Tab►e 1) TAQLIE i—UEE OF INSULATION VY1 'HOt1T A PRESCRIPME THERMAL BARRIER WSULAMN MAXIMUM THICKNE33 MAM/MUM THICKNESS DC 315 C ATIN0 MINIMUM TEST TYPE [K)(VMfeal Surfaw) (In.)(Ovi+ffMid 9uifacat) MINIMUM THEORETICAL METHOD THICKNESS'(ApplNd APPL1CATM RATE Ea aM Foam Surhe�itt OF COATWW Bw lgpmvw Ise ,, 13 mit OFT (w EBR,Eb42) '!; 1!; 20 mit VVFT 1 35 go l 100 R' im cwbace vc , -- —— 12M OFT NFFA 2tr6 LSR-37-- M Y xP W4 isl mit 4VFT 1 12$gall 100 fe Far St: 1+Nit■25 4 nvn: 1 nV•O W5i mm.1 ptYbn a 3.39 L:1 le+0 23 a Holes: OF T-Day F lin ThKkrwm:V&T a ti1At►t Pim This xim 'As (epode-d in bho morwfectwo s applicatOn km*udwna AcW apfscaWn rale. toad upon €petAc Pr"w aor,diuons. nwat be in avcadaancer wrlh R*rranuWure"appscaben ntKKbo rs h EVALUATION • r • Accepted r • Trusted c c SERVICE ICC-ES Report ESR-1826 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO LSN 20 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND CLASSIC PLUS C ICC ICC ICC C C� PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council IERNAMAL (WSSPQ Award in Excellence" A Subsidiary of cOUNIX /CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes nor us specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a r recommendation for its use. There is no tiva►•ranty by ICC Evalualion Service, LLC, express or implied, as to any finding or other»ratter in this report, or as to any product covered by the report. "OM, "'�"'� Copyright ®2016 ICC Evaluation Service, LLC. All rights reserved. iICC EVALUATION r SERVICE ICC-ES Evaluation Report ESR-1826 Reissued February 2016 This report is subject to renewal February 2018. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 2.0 USES PROTECTION Icynene Classic, Classic Max, Classic Eco and Classic Section: 07 21 00—Thermal Insulation Plus are used to provide thermal insulation in buildings and REPORT HOLDER: to seal areas such as plumbing and conduit penetrations against air infiltration. The insulations are for use in wall ICYNENE,INC. cavities and floor assemblies; and in attic and crawl space 6747 CAMPOBELLO ROAD installations as described in Section 4.4. MISSISSAUGA, ONTARIO L5N 21_7 The Classic, Classic Max and Classic Eco insulations are CANADA for use in Type V construction under the IBC and dwellings (905)363-4040 under the IRC; fire-resistance-rated construction when www.icynene.coni installed in accordance with Section 4.5; and in Types I through IV construction when installed in accordance with EVALUATION SUBJECT: Section 4.6. ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND The Classic Plus insulation are for use in Type V-B CLASSIC PLUS construction under the IBC and nonfire-resistance-rated construction under the IRC. 1.0 EVALUATION SCOPE The attributes of the insulations have been verified as 1.1 Compliance with the following codes: conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that ■ 2012 and 2009 International Building Code°(IBC) decisions on compliance for those areas rest with the user c of this report. The user is advised of the project-specific ■ 2012 and 2009 International Residential Code (IRC) provisions that may be contingent upon meeting specific ■ 2012 and 2009 International Energy Conservation conditions, and the verification of those conditions is Code°(IECC) outside the scope of this report. These codes or standards ■ 2013 Abu Dhabi International Building Code(ADIBC)1 often provide supplemental information as guidance. 'The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 3.0 DESCRIPTION in this report are the same sections in the ADIBC. 3.1 General: ■ Other Codes(see Section 8.0) 3.1.1 Classic and Classic Max: Icynene Classic and Properties evaluated: Classic Max are low-density, open-cell, polyurethane foam ■ Surface burning characteristics plastic insulations and air barrier systems that are 100 percent water-blown with an installed norninal ■ Physical properties density of 0.5 pcf (8 kg/m). The insulations are two- ■ Thermal performance(R-values) component, spray-applied products. The two components of the insulation are polymeric isocyanate (A-Component, ■ Attic and crawl space installation also known as Base Seal`') and proprietary resin ■ Fire resistance (B-Component, Classic or Classic Max Resin). When stored at temperatures between 50°F (10°C) and 100°F ■ Air permeability (38°C), the components have a shelf life of six months. ■ Noncombustible construction 3.1.2 Classic Eco: The Icynene Classic Eco foam plastic 1.2 Evaluation to the following green standard: insulation is two-component, low-density, open cell, spray- applied, foam plastic with a nominal density of ■ 2008 ICC 700 National Green Building Standard"'-' (ICC 0.5 pcf (8 kg/m3). The polyurethane foam is produced by 700-2008) combining a polymeric isocyanate (A component) and Attributes verified: proprietary resin, Classic Eco(B component). When stored at temperatures between 50°F (10°C) and 100°F (38°C), ■ See Section 2.0 the components have a shelf life of six months. 1"7-ES Eanhmuon Reports are not to he constnied a as representing aesthetics or ),other aunbures not specocall),aiiklressed.nor art they to be construed as at endorsement of the subject of the report or a re conuiiendanai for its we.There is no warranty by R7'Eraluation Sen•ice.LLC,express or unphed,as to any findnig or other matter in this report,oras to uip praxhicI c is reed b v the report. Film Copyright®2016 ICC Evaluation Service,LLC. Al rights reserved. Page 1 of 8 ESR-1826 1 Most Widely Accepted and Trusted Page 2 of 8 3.1.3 Classic Plus: The Icynene Classic Plus foam 3.5.2 DC 315: DC 315 intumescent coating is a water- plastic insulation is two-component, low density, open cell, based coating supplied in 5-gallon (19L) pails and spray-applied, foam plastic with a nominal density of 55-gallon (208L) drums. The coating material has a shelf 0.7 pcf(11 kg/m3). The polyurethane foam is produced by life of 24 months when stored in factory-sealed containers combining a polymeric isocyanate (A component) and at temperatures between 41°F(5°C)and 95°F(35°C). proprietary resin, Classic Plus (B component). When 4.0 INSTALLATION stored at temperatures between 50°F (10°C) and 100°F (38°C),the components have a shelf life of twelve months. 4.1 General: 3,2 Surface Burning Characteristics: The manufacturer's published installation instructions and 3.2.1 Classic and Classic Max: When tested in this report must be strictly adhered to and a copy of these accordance with ASTM E84/UL 723, at a thickness of instructions and this evaluation report must be available on 6 inches (152 mm) and a nominal density of 0.5 pcf the jobsite at all times during installation. (8 kg/m), Icynene Classic and Classic Max have a flame 4.2 Application: spread index of 25 or less and a smoke-developed index 4.2.1 General: Icynene Classic, Classic Max, Classic Eco of 450 or less. Thicknesses of up to 71/2 inches(190.5 mm) and Classic Plus foam plastic insulations must be applied for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing on the jobsite using two-component, 1-to-1 ratio, spray in cavities with NFPA 286, when covered with equipment specified by Icynene, Inc. The foam plastic minimum '/2-inch-thick (13 mm) gypsum board or an must not be sprayed onto a substrate that is wet, or equivalent thermal barrier complying with the applicable covered with frost or ice, loose scales, rust, oil or grease. code. Greater thicknesses of insulation are recognized as The foam plastic insulation must not used electrical described in Section 4.4.1.2.1. outlet or junction boxes or in contactt with rain or water, and must be protected from the weather during and 3.2.2 Classic Eco: When tested in accordance with after application. Where the insulation is used as air- ASTM E84/UL 723, at a thickness of 6 inches (152 mm) impermeable insulation, such as in unvented attic spaces and a nominal density of 0.5 pcf(8 kg/m3), Icynene Classic regulated by IRC Section R806, the insulation must be Eco has a flame spread index of 25 or less and a smoke- installed at a minimum thicknesses noted in Section 3.4. developed index of 450 or less. Greater than 6-inch The insulation can be installed in one pass to the (152 mm) thicknesses of insulation are recognized, based maximum thickness. Where multiple passes are required, on the flame spread index of 25 or less, when the the cure time between passes is negligible. insulation is covered with minimum %-inch-thick (13 mm) 4.2.2 Classic and Classic Max: The insulation must be gypsum wallboard or equivalent thermal barrier complying used in areas where the maximum service temperature is with the applicable code. no greater than 180°F (82°C). The insulation must be 3.2.3 Classic Plus: When tested in accordance with applied when the temperature is at or above 14°F (-10°C) ASTM E84/UL 723, at a thickness of 4 inches (152 mm) and be protected from the weather during and after and a nominal density of 0.7 pcf (11 kg/m3), Icynene application. Classic Plus has a flame spread index of 25 or less and a 4.2.3 Classic Eco: The insulation may be used in areas smoke-developed index of 450 or less. Greater than where the maximum service temperature is no greater than 4-inch (102 mm) thicknesses of insulation are recognized, 180°F (82°C). The insulation must be applied when the based on the flame spread index of 25 or less, when the insulation is covered with minimum '/z-inch-thick (13 mm) temperature is at or above 14°F (-10°C) and be protected gypsum wallboard or equivalent thermal barrier complying from the weather during and after application. with the applicable code. 4.2.4 Classic Plus: The insulation may be used in areas 3.3 Thermal Resistance: where the maximum service temperature is no greater than 180°F (82°C). The insulation must be applied when the Icynene Classic, Classic Max, Classic Eco and Classic temperature is at or above 14°F (-10°C) and be protected Plus have thermal resistance (R-values) at a mean from the weather during and after application. temperature of 75°F (24°C)as shown in Table 1. 4.3 Thermal Barrier: 3.4 Air Permeability: 4.3.1 Classic and Classic Max: Icynene spray-applied foam plastic insulations are 4.3.1.1 Application with a Prescriptive Thermal considered air-impermeable insulation in accordance with Barrier: Icynene Classic and Classic Max foam plastic 2012 IRC Sections R202 and R806.5 and 2009 IRC insulations must be separated from the interior of the Sections R202 and R806.4, at the following thicknesses: building by an approved thermal barrier, such as 1/2-inch ■ Classic and Classic Max: Minimum, 3 inches (76 mm) (12.7 mm) gypsum wallboard installed using mechanical based on testing in accordance with ASTM E2178. fasteners in accordance with the applicable code, or an ■ Classic Eco: Minimum, 51/2 inches(140 mm)based on equivalent 15-minute thermal barrier complying with the testing in accordance with ASTM E283. applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier ■ Classic Plus: Minimum, 2 inches (51 mm) based on is not required between the foam plastic and the attic or testing in accordance with ASTM E2178. crawl space, but is required between the foam plastic 3.6 Intumescent Coatings: insulation and the interior of the building. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent 11112 inches (292 mm) for ceiling cavities are recognized coating is a latex-based coating supplied in 1-gallon (4L) based on room corner fire testing in accordance with NFPA and 5-gallon (19L) pails and 55-gallon (208 L) drums. The 286, when covered with minimum 1/2-inch-thick (13 mm) coating material has a shelf life of 12 months when stored gypsum board or equivalent thermal barrier complying with in factory-sealed containers at temperatures between 40°F the applicable code. (4.4°C)and 90°F (32.2°C). ESR-1826 ] Most Widely Accepted and Dusted Page 3 of 8 4.3.1.2 Application without a Prescriptive Thermal 2. There are no interconnected attic, crawl space or Barrier or Ignition Barrier: The prescriptive 15-minute basement areas. thermal barrier or ignition barrier may be omitted when 3. Air in the attic or crawl space is not circulated to other installation is in accordance with this section. The parts of the building. insulation and coating may be spray-applied to the interior facing of walls, the underside or roof sheathing of roof 4. Combustion air is provided in accordance with IMC rafters, and in crawl spaces, and may be left exposed as Section 701. an interior finish without a prescribed 15-minute thermal 5. Attic ventilation is provided when required by IBC barrier or ignition barrier. The thickness of the foam plastic Section 1203.2 or IRC Section R806, except when applied to the underside of the roof sheathing must not air-impermeable insulation is permitted in unvented exceed 14 inches (356 mm). The thickness of the spray attics in accordance with 2012 IRC Section R806.5 or foam insulation applied to vertical wall surfaces must not 2009 IRC Section R806.4, as applicable. exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum 6. Under-floor(crawl space)ventilation is provided when thickness of 20 wet mils[13 dry mils(0.33 mm)], applied at required by IBC Section 1203.3 or IRC Section a rate of 1.25 gallons (4.7 L) per 100 square feet(9.2 m2). R408.1, as applicable, The coating must be applied over the insulation in 4.4.1.2.1 Attics - Classic and Classic Max: In attics, accordance with the coating manufacturer's instructions Icynene Classic and Classic Max foam plastic insulations and this report. Surfaces to be coated must be dry, clean, may be spray-applied to the underside of the roof and free of dirt, loose debris and other substances that sheathing and/or rafters, as described in this section. The could interfere with adhesion of the coating. The coating is thickness of the foam plastic applied to the underside of applied in one coat with low-pressure airfess spray the roof sheathing must not exceed 14 inches (356 mm). equipment. The thickness of the spray foam insulation applied 4.3.2 Classic Eco: to vertical wall surfaces must not exceed 5.5 inches 4.3.2.1 Application with a Prescriptive Thermal (140 mm). The insulation must be covered on all surfaces Barrier: Icynene Classic Eco polyurethane foam plastic with one of the coatings described in Section 3.5. The insulation must be separated from the interior of the coating must be applied over the insulation in accordance building by an approved thermal barrier of 1/2-inch-thick with the coating manufacturer's instructions and this report. (13 mm) gypsum wallboard or an equivalent 15-minute Surfaces to be coated must be dry, clean, and free of dirt, thermal barrier complyingwith, and installed in accordance loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with, IBC Section 2603.4 or IRC Section R316.4, as with low-pressure airless spray equipment. The coating applicable. must be applied to a thickness as follows: 4.3.3 Classic Plus: ■ No Burn Plus XD at a minimum thickness of 6 wet mils 4.3.3.1 Application with a Prescriptive Thermal (0.15 mm) [4 dry mils (0.1 mm) dry film thickness], Barrier: Icynene Classic Plus polyurethane foam plastic applied at a rate of 0.4 gallon (1.5 L) per 100 square insulation must be separated from the interior of the feet(9.2 m2). building by an approved thermal barrier of 1/2-inch-thick ■ DC 315 at a minimum thickness of 4 wet mils (0.1 mm) (13 mm) gypsum wallboard or an equivalent 15-minute [3 dry mils], applied at a rate of 0.3 gallon (1.1 L) per thermal barrier complying with, and installed in accordance 100 square feet(9.2 m). with, IBC Section 2603.4 or IRC Section R316.4, as applicable. The coatings must be applied when ambient and 4.4 Attics and Crawl Spaces: substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must 4.4.1 Classic and Classic Max: be protected against damage from the coating. The 4.4.1.1 Application with a Prescriptive Ignition Barrier: insulation may be installed in unvented attics when the When Icynene Classic and Classic Max foam plastic foam plastic is applied at a minimum thickness of insulations are installed within attics where entry is made 3.5 inches (89 mm) as described in this section in only for service of utilities, an ignition barrier must be accordance with 2012 IRC Section R806.5 or 2009 IRC installed in accordance with IBC Section 2603.4.1.6 and Section R806.4, as applicable. IRC Sections R316.5.3 and R316.5.4, as applicable. The 4.4.1.2.2 Attics-Classic Max: When Classic Max is ignition barrier must be consistent with the requirements applied in unvented attics conforming to 2012 IRC Section for the type of construction required by the applicable code R806.5 or 2009 IRC Section R806.4, the insulation may be and must be installed in a manner so that the foam plastic applied to the underside of roof sheathing and/or rafters to insulation is not exposed. The Classic or Classic Max a minimum thickness of 31/2 inches (90 mm) and may be insulation may be installed in unvented attics when the arlied to vertical wall surfaces to a minimum thickness of foam plastic is applied at a minimum thickness of 3 inches 3/2 inches (90 mm). Maximum thickness on the underside (76 mm) in accordance with 2012 IRC Section R806.5 or of roof sheathing or on vertical wall surfaces is 20 inches 2009 IRC Section R806.4, as applicable. (508 mm). The insulation may be left exposed to the attic 4.4.1.2 Application without a Prescriptive Ignition without a prescriptive ignition barrier or an intumescent Barrier: Where Icynene Classic and Classic Max foam coating. plastic insulations are installed in an attic or crawl space The attic must have attic access complying with IRC without a prescriptive ignition barrier, in accordance with Section R807, horizontally placed in the floor, and opening Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 and 4.4.1.2.4, the outward toward the living space. Items penetrating the roof following conditions apply: deck or walls, such as skylight wells and vents, must be 1. Entry to the attic or crawl space is only for service of covered with a minimum of 31/2 inches (90 mm) of the utilities and no storage is permitted. Classic Max insulation. 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene ESR-1826 1 Most Widely Accepted and Trusted Page 4 of 8 Classic and Classic Max insulations may be spray-applied and this report. Surfaces to be coated must be dry, clean, to vertical walls and the underside of floors,as described in and free of dirt, loose debris and other substances that this section. The thickness of the foam plastic applied to could interfere with adhesion of the coating. The coating is the underside of the floors must not exceed 14 inches applied in one coat with low-pressure airless spray (356 mm). The thickness of the spray foam plastic equipment. The coating must be applied to a thickness as insulation applied to vertical wall surfaces must not exceed follows: 3'/2 inches (88.9 mm). The foam plastic does not require ■ No Burn Plus XD at a minimum thickness of 10 wet mils an ignition barrier or a coating. 0.3 mm 6 d mils 0.2 mm)), a lied at a rate of ( ) I dry ( PP 4.4.1.2.4 Use on Attic Floors: When used on attic floors, 0.63 gallon(2.4 L)per 100 square feet(9.2 m2) Icynene Classic and Classic Max foam plastic insulations ■ DC 315 at a minimum thickness of 8 wet mils (0.2 mm) may be installed at a maximum thickness of 111/2 inches [6 dry mils (0.2 mm)), applied at a rate of 0.5 gallon (292 mm)between joists in attic floors. The insulation must (1.9 L)per 100 square feet(9.2 m2) be separated from the interior of the building by an approved thermal barrier. The coatings specified in Section The coating must be applied when ambient and 4.4.1.2.1 and the ignition barrier in accordance with IBC substrate temperature is at least 60°F (16°C)and no more Section 2603.4.1.6 and IRC Section R316.5.3, may be than 95°F (35°C). All other surfaces (including glass)must omitted. be protected against damage from the coating. 4.4.2 Classic Eco: Icynene Classic Eco insulation may be installed in 4.4.2.1 Application with a Prescriptive Ignition Barrier: unvented attics when the foam plastic is applied at a When Icynene Classic Eco is installed within attics or crawl minimum thickness of 51/2 inches(140 mm)as described in spaces where entry is made only for service of utilities, an this section, in accordance with 2012 IRC Section R806.5 ignition barrier must be installed in accordance with IBC or 2009 IRC Section R806.4, as applicable. Section 2603.4.1.6 and IRC Sections R316.5.3 and 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene R316.5.4, as applicable. The ignition barrier must be Classic Eco insulation may be spray-applied to vertical consistent with the requirements for the type of walls and the underside of floors, as described in this construction required by the applicable code and must be section. The thickness of the foam plastic applied to the installed in a manner so that the foam plastic insulation is underside of the floors must not exceed 14 inches not exposed. Icynene Classic Eco may be installed in (356 mm). The thickness of the spray foam plastic unvented attics when the foam plastic is applied at a insulation applied to vertical wall surfaces must not exceed minimum thickness of 5.5 inches (140 mm) in accordance 31/2 inches (88.9 mm). The foam plastic does not require with 2012 IRC Section R806.5 or 2009 IRC Section an ignition barrier or a coating. R806.4, as applicable. 4.4.2.2.3 Use on Attic Floors: Icynene Classic Eco 4.4.2.2 Application without a Prescriptive Ignition insulation may be installed at a maximum thickness of Barrier: Where Icynene Classic Eco insulation is installed 51/2 inches (152 mm) between joists in attic floors when in accordance with Sections 4.4.2.2.1, 4.4.2.2.2 and covered with one of the coatings applied as described in 4.4.2.2.3,the following conditions apply: Section 4.4.2.2.1. The insulation must be separated from 1. Entry to the attic or crawl space is to service utilities, the interior of the building by an approved thermal barrier. and no storage is permitted. 4.4.3 Classic Plus: 2. There are no interconnected attic or crawl space 4.4.3.1 Application with a Prescriptive Ignition Barrier: areas. When Icynene Classic Plus is installed up to a maximum 3. Air in the attic or crawl space is not circulated to other thickness of 4 inches (102 mm) within attics or crawl parts of the building. spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC 4. Combustion air is provided in accordance with IMC Section 2603.4.1.6 and IRC Sections R316.5.3 and Section 701. R316.5.4, as applicable. The ignition barrier must be 5. Attic ventilation is provided when required by IBC consistent with the requirements for the type of Section 1203.2 or IRC Section R806, except when construction required by the applicable code and must be air-impermeable insulation is permitted in unvented installed in a manner so that the foam plastic insulation is attics in accordance with 2012 IRC Section R806.5 or not exposed. Icynene Classic Plus may be installed in 2009 IRC Section R806.4, as applicable. unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) in accordance 6. Under-floor(crawl space)ventilation is provided when with 2012 IRC Section R806.5 or 2009 IRC Section required by IBC Section 1203.3 or IRC Section R806.4, as applicable. R408.1, as applicable. 4.4.3.2 Application without a Prescriptive Ignition 4.4.2.2.1 Attics and Crawl Spaces: In attics and crawl Barrier: Where Icynene Classic Plus insulation is installed spaces, Icynene Classic Eco insulation may be spray- in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and applied to the underside of the roof sheathing and/or 4.4.3.2.3,the following conditions apply: rafters, the underside of wood floors, and vertical surfaces, as described in this section. The thickness of the foam 1. Entry to the attic or crawl space is to service utilities, plastic applied to the underside of the top of the space and no storage is permitted. must not exceed 131/2 inches (343 mm). The thickness of 2. There are no interconnected attic or crawl space the spray foam plastic insulation applied to vertical wall areas. surfaces must not exceed 51/2 inches (140 mm). The foam plastic must be covered on all surfaces with one of the 3. Air in the attic or crawl space is not circulated to other coatings described in Section 3.5. The coating must be parts of the building. applied over the Icynene Classic Eco insulation in 4. Combustion air is provided in accordance with IMC accordance with the coating manufacturer's instructions Section 701. ESR-1826 1 Most Widely Accepted and Trusted Page 5 of 8 5. Attic ventilation is provided when required by IBC Max insulation nominally 2 inches(51 mm)thick. Section 1203.2 or IRC Section R806, except when Axial loads applied to the wall assembly must be limited air-impermeable insulation is permitted in unvented to the least of the following: attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. ■ 1,805 pounds(8029 N)per stud. 6. Under-floor(crawl space)ventilation is provided when ■ Design stress of 0.78 F'c, required by IBC Section 1203.3 or IRC Section ■ Design stress of 0.78 F'c at a maximum le/d of 33. R408.1, as applicable. 4.5.1.2 Assembly 2 (Limited Load-bearing Wood Stud 4.4,3.2.1 Attics: In attics, Icynene Classic Plus insulation Wall): Minimum nominally 2-by-4 (1'/2 by 3'/2 inches may be spray-applied to the underside of the roof (38 mm by 89 mm))southern pine (G = 0.55), No. 2 grade sheathing and/or rafters, the underside of wood floors, and studs spaced 16 inches (406 mm) on center with two vertical surfaces, as described in this section. The layers of '/2-inch-thick (12.7 mm) Type X gypsum thickness of the foam plastic applied to the underside of wallboard installed vertically with joints staggered on each the top of the space must not exceed 14 inches (356 mm). face, attached with 8d box nails, 21/2 inches (64 mm) long The thickness of the spray foam plastic insulation applied and spaced 7 inches (178 mm) on center along the studs to vertical wall surfaces must not exceed 8 inches for the face layer and 6d cement coated box nails, 2 inches (203 mm). The foam plastic insulation must be covered on (51 mm) long and spaced 24 inches (610 min) on center all exposed surfaces with DC315 intumescent coating at a along the studs. The stud cavity contains Icynene Classic minimum thickness of 4 wet mils (0.1 mm) 13 dry mils or Classic Max insulation nominally 2 inches(51 mm)thick. (0.08 mm)], applied at a rate of 0.25 gallon (0.95 L) per 100 square feet (9.2 m2). The coating must be applied Axial loads applied to the wall assembly must be limited over the Icynene Classic Plus insulation in accordance with to the least of the following: the coating manufacturer's instructions and this report. ■ 1,805 pounds(8029 N)per stud. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with ■ Design stress of 0.78 F'c. adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. Design stress of 0.78 F'c at a maximum leld of 33. The coating must be applied when ambient and 4.5.1.3 Assembly, 3 (Floor/Ceiling): Minimum nominally substrate temperature is at least 60°F (16°C) and no more 2-by-10 (1 /2 by 9 /4 inches (38 mm by 235 mm)] Douglas than 95°F (35°C). All other surfaces (including glass) must fir, No. 2 grade wood joists spaced 24 inches (610 mm)on be protected against damage from the coating. center, with minimum 1-by-3 [3/4 by 21/2 inches (19.1 by 64 mm)] spruce bridging at mid-span. Floor decking Icynene Classic Plus insulation may be installed in must be minimum 1/2-inch-thick (12.7 mm) exterior grade unvented attics when the foam plastic is applied at a plywood installed perpendicular to joists and fastened with minimum thickness of 2 inches (51 mm) as described in 2-inch-long(51 mm)ring shank nails 6 inches(152 mm)on this section, in accordance with 2012 IRC Section R806.5 center at the joints and 12 inches (305 mm) on center at or 2009 IRC Section R806.4, as applicable. the intermediate joists. Plywood joints must occur over 4.4.3.2.2 Crawl Spaces: In crawl spaces, Icynene joists. Icynene Classic or Classic Max insulation must be Classic Plus insulation may be spray-applied to vertical applied to the underside of the plywood deck between the walls and the underside of floors, as described in this joists to a depth of 5 inches (127 mm). Two layers of section. The thickness of the foam plastic applied to the minimum 5/8-inch-thick (15.9 mm), Type X gypsum underside of the floors must not exceed 14 inches wallboard must be attached perpendicular to the joists on (356 mm). The thickness of the spray foam plastic the ceiling side of the assembly. The first layer must be insulation applied to vertical wall surfaces must not exceed attached with 11/4-inch-long (32 mm), Type W drywall 8 inches (203 mm). The insulation must be covered with screws, spaced 24 inches (610 mm) on center. The DC-315 coating is described in Section 4.4.3.2.1, second layer must be applied perpendicular to the joists, offset 24 inches(610 mm)from the base layer.The second insulation Use be Attic Floors: Icynene Classic Plus layer must be attached with 2-inch-long (51 mm), Type S insulation may be installed at a maximum thickness of drywall screws spaced 12 inches (305 mm) on center. 13 inches (330 mm) between joists in attic floors. The Additional fasteners must be installed along the butt joints insulation must be separated from the interior of the of the second layer, securing the two layers together. building by an approved thermal barrier. The insulation These fasteners must be 1112-inch-long (38 mm), Type G does not require an ignition barrier or a coating. drywall screws placed 2 inches (51 mm) back from each 4.5 One-hour Fire-resistance-rated Assemblies: end of the butt joint and spaced 12 inches (305 mm) on 4.5.1 Classic and Classic Max: center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and 4,5.1.1 Assembly 1 (Limited Load-bearing Wood Stud topped with an added coat of compound, and the fastener Wall): Minimum nominally 2-by-4 [1'/2 by 3'/2 inches heads must be coated with joint compound in accordance (38 mm by 89 mm)]southern pine (G = 0.55), No. 2 grade with ASTM C840 or GA-216. studs spaced 16 inches (406 mm) on center with a base 4.5.1.4 Assembly 4(Non-loadbearing Steel Stud Wall): layer of /2-inch-thick (12.7 mm) wood fiber sound board Nominally 6-inch-deep (152.4 mm), No. 18 gage, installed horizontally on each face with vertical joints galvanized steel studs spaced 16 inches (406.4 mm) on located over the studs, attached with 6d box nails, 2 inches center, are friction-fit into No. 18 gage galvanized steel (51 mm) long and spaced 24 inches (610 mm) on center floor and ceiling track with a layer of 518 inch-thick along the studs, and a second layer of !8-inch-thick (15.9 mm),Type X gypsum board applied to the interior (15.9 mm)Type X gypsum wallboard installed vertically on side with the long edge parallel to steel studs and secured s each face, attached with Sd box nails, 2 /Z inches (64 mm) long and spaced 7 inches (178 mm) on center along the using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall studs. The stud cavity contains Icynene Classic or Classic screws spaced 8 inches (203 mm) on center around the ESR-1826 [ Most Widely Accepted and Trusted Page 6 of 8 perimeter and 12 inches (305 mm) on center in the field. Optional: It is permitted to add code-complying EPS, The gypsum board joints must be treated with vinyl or XPS, foil-faced, rigid polyurethane board stock or casein, dry or premixed joint compound applied in two polyurethane spray foam on the exterior of the wall coats to cover all exposed screw heads and gypsum board (between the DensGlass sheathed wall and the brick), butt joints, and a minimum 2-inch-wide (51 mm) paper, while maintaining the 1-inch (25.4 mm) air space. The plastic, or fiberglass tape embedded in the first layer of length of the brick ties must be increased to account for the compound over butt joints of the gypsum board. The stud thickness of the insulation. cavity is filled with Icynene Classic or Classic Max 4.6 Exterior Walls in Type I, II, III and IV Construction: insulation up to 6 inches (152 mm) thick. DensGlass Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed 4.6.1 General:When used on exterior walls of Types 1, ll, parallel to steel studs with vertical joints offset a minimum III or IV construction, the assembly must comply with IBC of 16 inches (406 mm) from the vertical joints of the Section 2603.5 and this section, and the Classic, Classic gypsum board and the horizontal joints offset a minimum of Max and Classic Eco insulations must be installed at a 24 inches (610 mm) from the horizontal joints of the maximum thickness of 6 inches (152 mm). The potential gypsum board. The sheathing is attached using No. 6, heat of Icynene insulations tested in accordance with 1 /4-inch-long (31.7 mm), self-drilling drywall screws NFPA 259 is as follows: spaced 8 inches (203 mm)on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties, ■ Classic and Classic Max: 494 Btu/ff2 (5.6 MJ/m2) per 6 inches (152 mm) long by 11/2-inches (38 mm) wide, are inch of thickness spaced 16 inches (406.4 mm) on center vertically on each ■ Classic Eco: 168 Btu/ft2 (1.9 MJ/m2) per inch of steel stud, and secured, using two 15/8-inch-long(41.3 mm) thickness. self-drilling screws, through 4-inch (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), 73/4 inches (197 mm)] laid in a running bond pattern with No. 18 gage, galvanized steel studs spaced 16 inches Type S mortar, leaving a nominally 1-inch (25.4 mm) air (406 mm) on center, are fastened to No. 18 gage, gap between the brick and the exterior sheathing, galvanized steel floor and ceiling track using No. 8, Optional: It is permitted to add code com I in /8-inch-long (22.2 mm), self-tapping pan head framing p p p y g, screws. GP DensGlass Exterior Sheathing, 112 inch expanded polystyrene (EPS), extruded polystyrene (XPS), (12,7 mm) thick, is installed over the exterior side of steel foil-faced, rigid polyurethane board stock or polyurethane studs with the long end perpendicular to the steel studs, spray foam on the exterior of the wall (between the usingNo. 6, Type S, 1'/4-inch 31.7 mm long, self-tapping DensGlass° sheathed wall and the brick), while yp ( ) pp g bugle head screws spaced 8 inches (203 mm) on center maintaining the 1-inch (25.4 mm) air space. The length of the brick ties must be increased to account for the around the perimeter and in the field. The stud cavity is filled with Icynene Classic, Classic Max or Classic Eco thickness of the insulation. insulation to a nominal thickness of 6 inches(152 mm). 4.6.2 Classic Eco (Non-loadbearing Steel Stud Wall): 4.6.3 Interior Face: Type X gypsum board, 5/8 inches Nominally 6-inch-deep (152 mm) deep, No. 18 gage, (15.9 mm) thick, is installed with the long dimension galvanized steel studs spaced 16 inches (406 mm) on perpendicular to steel studs with No. 6, Type S, 1'/4 inch- center, are friction-fit into No. 18 gage galvanized steel long (31.7 mm), self-tapping, bugle head screws spaced floor and ceiling track with a layer of 5/8-inch-thick 8 inches (203 mm) on center around the perimeter and in (15.9 mm), Type X gypsum board installed to the interior the field. The gypsum board joints must be treated with side with the long edge parallel to steel studs and secured vinyl or casein, dry or premixed joint compound applied in using No. 6, 11/4-inch-long (31.7 mm), self-drilling drywall two coats to cover all exposed screw heads and gypsum screws spaced 8 inches (203 mm) on center around the board butt joints, and a minimum 2-inch-wide (51 mm) perimeter and 12 inches (305 mm) on center in the field. paper, plastic, or fiberglass tape embedded in the first The gypsum board joints must be treated with vinyl or layer of compound over butt joints of the gypsum board. casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 4.6.4 Exterior Wall Covering: Details of the exterior wall butt joints, with a minimum 2-inch-wide (51 mm) paper, covering must be provided to the code official by the report plastic, or fiberglass tape embedded in the first layer of holder, designer or specifier, with an engineering analysis compound over butt joints of the gypsum board. The stud demonstrating that (1) the exterior wall covering conforms cavity is filled with Icynene Classic Eco insulation up to to ASTM E136 and (2) the addition of the wall covering to 6 inches (152 mm) thick. DensGlass Exterior Sheathing, the assembly described in this section does not negatively '/2 inch (12.7 mm) thick, is installed parallel to steel studs affect conformance of the assembly with the requirements with vertical joints offset a minimum of 16 inches(406 mm) of IBC Section 2603.5. from the vertical joints of the gypsum board and the 6.0 CONDITIONS OF USE horizontal joints offset a minimum of 24 inches (610 mm) The Icynene Classic, Classic Max, Classic Eco and Classic from the horizontal joints of the gypsum board. The sheathing is attached using No. 6, 11/4-inch-long Plus spray-applied polyurethane foam plastic insulations (31.7 mm), self-drilling drywall screws spaced 8 inches described in this report comply with, or are suitable (203 mm) on center around the perimeter and in the field. alternatives to what is specified in, those codes listed in Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) Section 1.0 of this report, subject to the following long by 11/2 inches (38 mm) wide and spaced 16 inches conditions: (406 mm) on center vertically on each steel stud, are 5.1 This evaluation report and the manufacturer's secured, using two 15/8-inch-long (41.3 mm) self-drilling published installation instructions, when required by screws, through 4-inch(102 mm)red clay brick[3'/2 inches the code official, must be submitted at the time of (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches permit application. (197 mm)] laid in a running bond pattern with Type S 5.2 The insulation must be installed in accordance with mortar. A nominally 1-inch (25.4 mm) air gap is left the manufacturer's published installation instructions, between the brick and the exterior sheathing. this evaluation report and the applicable code. If there ESR-1826 1 Most Widely Accepted and Trusted Page 7 of 8 is a conflict between the installation instructions and 6.7 Test report in accordance with NFPA 285, and related this report,this report governs. engineering analysis (Classic, Classic Max and 5.3 The insulation must be separated from the interior of Classic Eco). the building by an approved 15-minute thermal 6.8 Reports of tests in accordance with NFPA 259 barrier,except as noted in this report. (Classic, Classic Max and Classic Eco). 5.4 Since the performance of Classic Max, when installed 6.9 Reports of fire tests in accordance with ASTM E970 in unvented attics without a code-prescribed ignition (Classic, Classic Max and Classic Plus). barrier or an intumescent coating, is based on fire 6.10 For Classic Max, an engineering evaluation, including performance of an unvented attic, the installation full-scale fire testing, small-scale testing and fire must be approved by the code official as conforming modeling(Section 4.4.1.2.2). with the provisions of Section 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. 7.0 IDENTIFICATION 5.5 When Classic Max insulation is installed under All packages and containers of Classic, Classic Max, Section 4.4.1.2.2 of this report, a certificate must be Classic Eco and Classic Plus insulations must be labeled placed in the attic stating that the foam plastic with the Icynene, Inc., name and address; the product insulation has been installed in accordance with name; component designation (A or B); the flame spread Conditions 1 to 5 of Section 4.4.1.2 and the terms of index and the smoke-developed index; the shelf life Section 4.4.1.2.2 of ESR-1826; any alterations to the expiration date; the name of the inspection body(ICC-ES); attic or insulation must be consistent with those and the evaluation report number(ESR-1826). requirements. Intumescent coatings are identified with the 5.6 The insulation must not exceed the thicknesses and manufacturer's name and address, the product trade name densities noted in this report. and use instructions. 5.7 The insulation must be protected from the weather 8.0 OTHER CODES during and after application. 8.1 Scope: 5.8 The insulation must be applied by licensed dealers and installers certified by Icynene, Inc. In addition to the codes referenced in Section 1.0, the products recognized in this report were evaluated for 5.9 Use of the insulation in areas where the probability of compliance with the requirements of the following codes: termite infestation is "very heavy" must be in ■ 2006 International Building Code(2006 IBC) accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. ■ 2006 International Residential Code°(2006 IRC) 5.10 Jobsite certification and labeling of the insulation must ■ 2006 International Energy Conservation Code° (2006 comply with IRC Sections N1101.4 and N1101.4.1 IECC) and IECC Sections 303.1.1 and 303.1.2, as 8.2 Uses: applicable. 5.11 A vapor retarder must be installed in accordance with The products comply with the above-mentioned codes as the applicable code. described in Sections 2.0 to 7.0 of this report, with the revisions noted below. 5.12 Icynene Classic, Classic Max, Classic Eco and ■ Application with a Prescriptive Ignition Barrier: See Classic Plus foam plastic insulations are Sections 4.4.1.1 (Classic and Classic Max) 4.4.2.1 manufactured in Mississauga, Ontario, Canada, under (Classic Eco) and 4.4.3.1 (Classic Plus), except attics a quality control program with inspections by ICC-ES. must be vented in accordance with 2006 IBC Section 6.0 EVIDENCE SUBMITTED 1203.2, and crawl space ventilation must be in 6.1 Data in accordance with the ICC-ES Acceptance accordance with 2006 IBC Section 1203.3, as Criteria for Spray-applied Foam Plastic Insulation applicable. Additionally, an ignition barrier must be (AC377), dated November 2012 (editorially corrected installed in accordance with 2006 IRC Section R314.5.3 April 2013). or R314.5.4, as applicable. 6.2 Reports of tests in accordance with AC377 Appendix ■ Application without a Prescriptive Ignition Barrier:See Sections 4.4.1.2 (Classic and Classic Max), 4.4.2.2 X [Classic and Classic Max (Section 4.4.1.2.1); (Classic Eco) and 4.4.3.2 (Classic Plus), except attics Classic Eco (Section 4.4.2.2.1) and Classic Plus must be vented in accordance with 2006 IBC Section (Sections 4.4.Clas and 4.4.Sects] and Appendix C 1203.2 or 2006 IRC Section R806, and crawl space (Classic and Classic Max (Section 4.4.1.2.3); and ventilation must be in accordance with 2006 IBC Section Classic Eco(Section 4.4.2.2.2)). 1203.3 or 2006 IRC Section R408, as applicable. 6.3 Test reports on air leakage rate in accordance with ■ Jobsite Certification and Labeling: See Section 5.10, ASTM E283(Classic Eco), except jobsite certification and labeling must comply 6.4 Test report on air leakage rate in accordance with with 2006 IECC Sections 102.1.1 and 102.1.11, as ASTM E2178 (Classic, Classic Max and Classic applicable. Plus). ■ Protection Against Termites: See Section 5.9, except 6.5 Reports of room corner fire testing in accordance with use of the insulation in areas where the probability of NFPA 286 (Classic, Classic Max, Classic Eco, and termite infestation is "very heavy' must be in Classic Plus). accordance with 2006 IRC Section R320.5. 6.6 Test reports in accordance with ASTM El 19(Classic, Classic Max and Classic Eco). ESR-1826 I Most Widely Accepted and Trusted Page 8 of 8 TABLE 1—THERMAL RESISTANCE(R-VALUES) R-VALUE(°F-ft2-hl13tu) THICKNESS Classic and Classic Max Classic Eco Classic Plus (inches) 1 3.7 3.7 4.0 2 7.4 7.4 8.0 3 11 11 12 3.5 13 13 14 4 14 14 16 5 18 18 20 5.5 20 20 22 6 22 22 24 7 25 25 28 7.5 27 27 30 8 29 29 32 9 32 32 36 9.5 - — 34 34 38 10 36 36 40 11.5 41 41 42 13.5 — 49 54 14 50 50 1 56 For SI: 1 inch=25.4 mm,1°F•ft2•tUBtu=0.176 110°K-m2IW. 'R-values are calculated based on tested Kvalues at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. AULD & WHITE CONSTRUCTORS,LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 36 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon(a,craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Truss Modifications Information Requested: During installation it was necessary to modify the trusses to align with onsite existing conditions. Please find the attached signed and sealed modifications from the truss engineer. Provided for record purposes. Contractor Suggestion: Response: Reviewed for record only. Modifications signed and sealed by truss specialty engineer. Pending Your Reply We Are Proceeding As Follows: Awaiting our direction. l2 By: 1UL1 j-Dal.t T11sow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors, LLC Mrs. Patricia Evans,Auld&White Constructors,LLC RECM DEC 0 7 2016 kidd9VftCo It signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 H. Florida Engineering Certificate of Authorization Number:O 27 �/••.+• ��..•••••••.••• Florida Certificate of Product Approval#FL1999 ��• �\G gf= .•�-� Page 1 of 1 Document ID:1 VVH6384ZO103124644 �• '♦� No.70861 ; Truss Fabricator: Ro-Mac Lumber & Supply, Inc. Job Identification: REPAIR 336338--BERNSON-AULD & (REPAIR 336338--B-) STATE OF f 4 Truss Count: 3 a • Model Code: Florida Building Code 5th Edition (2014) �•••;cC��Q .{.�►. Truss Criteria: TPI-2007(STD) ��s •••+r►«.••• Engineering Software: Alpine Software,Vers i ons 16.01, 16.02. S�ONALE Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 611315-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF P 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 11/03/2016 1. Determination as to the suitability of these truss conponents for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust notch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR6384 Details: BRCLBSUB- Ref Description Drawing# Date 1 64392--AK / T23 rep 16308002 11/03/16 2 64392--AK / T4 rep 16308003 11/03/16 3 64392--AK / J81 rep 16308001 11/03/16 0 0 CD 0 �:r CSD � fl CD W , - • A ►� rt CD O O G 0 fl (D. CCD cC "O*t C ` o a � CD CD I CSD CD O •, CD ,� CD CD CD o fD ; �o P - o :; o o � 0C � " � C ZCD >✓ o 0 � r» CD En CDD' W CD °¢ CD O c A 0 �. O D d 5 coo W `< y C rn, O CL Cr N) co o rD' 0 0 rD 01W ... 0 _ >v Cl v� cn CD �s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( REPAIR 336338--BERNSON-AULD & WHITE CONST. - T23 ) Truss repaired to move right end bearing 1.5" to the left (A)(1)2x4x(3-0-0) SP #2 OR BETTER SCAB. ATTACH and trim 1.5" from end vertical as shown. SCAB TO ONE FACE OF TRUSS WITH (1) ROW OF GUN NAILS (0.131"X3.0") AT 3" O.C. THROUGHOUT MEMBERS This repair is valid for following 3 trusses: WITHOUT SPLITTING LUMBER. Refer To Drawing HCUSR6384 16252275 (T23) HCUSR6384 16252331 (T21) HCUSR6384 16252330 (T22) For Details Not Shown On This Drawing. NOTE: PRIOR TO AND DURING THE REPAIR OPERATION, THIS TRUSS AND ANY SUPPORTED SPANS MUST BE TEMPORARILY BRACED AND SHORED. THE DESIGN AND POSITIONING OF THIS BRACING AND SHORING TO BE DESIGNED BY OTHERS. ++ Alpine plate must be intact and free from damage. (A) Bearing moved 1 .5" t the left 3-0 0 1-8 Trim 1 .5" -8 (BC to Top of BRG) ++ 4-0-0 —� oho 19-9-13 Over 2 Supports >I R=1000 U=565 W=8" R=755 U=411 W=3.5" RL=454/-89 „�pM1NnININ�Irp� Design Crit: FBC2014Com/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 TY:1 FL/-/4/-/-/R/- Scale =.25"/Ft. TRUSS REPAIRI TC LL 20.0 PSF 0.708 i REF R6364- 64392 •' DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE TC DL 7.0 PSF DATE 11/03/16 t AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP --- FI �� THE DAMAGED TRUSSES AND REBUILD. INTERNAL MOOD FIBER DAMAGE AND EXCESSIVE * s BC DL 10.0 PSF DRW HCUSR6384 16308002 - RE. Q II I LJJ� IT�ISCTOR VITALTRESS THAT THETRUSSNG FABRICATORANDAND�BUILDT BE ING CONTRACTOREADILY EDCONSIDEROTHE •� ^ O (V��F IL1=amu_ A w � , BC LL 0.0 PSF HC-ENG AK/WHK CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. I✓��^ • 1••.�,IB` AN ITW COMPANY `.............. ..,,, V` TOT.LD. 37.0 PSF SEQN- 754546 REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS • • ' r[,• V - — REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY MqU�ON Q�M�Y'�� OUR.FAC. 1 .25 2400 Lake OlaWDr,Suite 150 INSPECTOR SWILL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, Orlando,FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. SPAC I NG 24.0" J REF- 1 WH6384ZO1 FL COA NO 279 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (REPAIR 336338--BERNSON-AULD & - T4 rep) Truss repaired to modify upper right corner section as shown in drawing. Refer To Drawing HCUSR6384 16252295 For Details Not Shown On This Drawing. NOTE: PRIOR TO AND DURING THE REPAIR OPERATION, THIS TRUSS AND 3 7-9-12 ANY SUPPORTED SPANS MUST BE TEMPORARILY BRACED AND SHORED. `r THE DESIGN AND POSITIONING OF THIS BRACING AND SHORING TO Remove section BE DESIGNED BY OTHERS. 3 5/12 Pitch (A) (2) 2x6X(8-7-14) SP #2 OR BETTER SCABS. 3 ATTACH SCAB TO EACH FACE OF TRUSS MEMBER (POSITION AT 3 (A) 5/12 PITCH) WITH GUN (0.131"x3.0") NAILS AT 2" O.C. STAGGERED THROUGHOUT MEMBER WITHOUT SPLITTING LUMBER. CIRCLE NUMBER DENOTES MINIMUM NUMBER OF 3 REQUIRED CLUSTER NAILS INTO THE MEMBER (EACH FACE). 38-0-8 Flat T 5 1-10-1 6-12'r --- - - -= - -9-8 *8 A 1 0::_0 IE 20-0-8 ��E 42-9-12 al< 9-4-4 —>J 26-4-4 _I_ 38-0-8 _1_ 7-9-12_1 i-E 72-2-8 Over 3 Supports '1 R=864 U=762 W=8" R=2315 U=1636 W=5.5" RL=536/-236 R=2539 U=1615 W=3.5" �..pN1N111NINW�, Design Crit: FBC2014Com/TPI-2007(STD) P ....... H PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 �� TY:1 FL/-/4/-/-/R/- Scale =.09375"/Ft. TRUSS REPAIR �� p TCLL 20.0 PSF REF R6384- 64392 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE �• 0.708 1TC DL 7.0 PSF DATE 11/03/16 AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP -- -- - THE DAMAGED TRUSSES AND REBUILD. INTERNAL MOOD FIBER DAMAGE AND EXCESSIVE • g BC DL 10.0 PSF DRW HCUSR6384 16308003 ^ ^ CONNECTOR STRESS FROM BENDING OR SHOCK CANNOT BE READILY DETECTED. THEREFORE. • • --- - -- -- a IIIIh (� IIh�C IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE S• S/� AT O .• g BC LL 0.0 PSF HC-ENG AK/WHK CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. •�I"�/ y� - - - --- -- - --- --AN ITVV COMPANY �`.�S• .NG\� TOT.LD. 37.0 PSF SEQN- 1104 REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS [' -- — -- --- — - - REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY O •S--O`N�'A�l��A p• OUR.FAC. 1 .25 2400 Lake Orange Or.Suite 150 INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, —vr.�.rlMa••'� -- -- ---- ----- — -- Orlanlo.FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. SPAC I NG 24.0„ J RE F- 1 VVH6 3 84 ZO 1 FL COA NO 278 TH15 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (REPAIR 336338--BERNSON-AULD & - J81 rep) Truss repaired to modify left end bearing condition as shown. (A)(1)2x12x(TC TO BC) SP #2 OR BETTER SCAB. ATTACH SCAB TO ONE FACE OF TRUSS WITH (1) ROW OF GUN NAILS This repair is valid for following 2 trusses: (0.131"X3.0") AT 2" O.C. STAGGERED THROUGHOUT MEMBERS WITHOUT SPLITTING LUMBER. CIRCLE NUMBER DENOTES MINIMUM Refer To Drawing HCUSR6384 16252353 (J81) NUMBER OF REQUIRED NAILS INTO THE MEMBER. HCUSR6384 16252351 (J81A) For Details Not Shown On This Drawing. +++PROVIDE CONNECTION TO RESIST REACTION IN THE VERTICAL DIRECTION. DESIGN AND CONNECTION NOTE: PRIOR TO AND DURING THE REPAIR OPERATION, THIS TRUSS AND TO BE FURNISHED BY BUILDING DESIGNER. ANY SUPPORTED SPANS MUST BE TEMPORARILY BRACED AND SHORED. NOTE: NOTCH SCAB (A) TO ACCOMODATE CONNECTION. THE DESIGN AND POSITIONING OF THIS BRACING AND SHORING TO BE DESIGNED BY OTHERS. R=101 U=213 12-4-3 3 5 F-- ( ) 3-1 -3 STUB LEFT END 1-2-4 0-9-9 1 ED *8-9-8 � R=176 U=176 3X4 3 �— — 7-4-0 Over 3 Supports R=276 U=237 -+��.NIMIIIf11 Nr//INI I/l!4! Design Crit: FBC2014Com/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 3� �/ 4 QTY:1 FL/-/4/-/-/R/- Scale =.5"/Ft. TRUSS REPAIR ` TC LL 20.0 PSF REF R6384- 64392 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE TC D L 7.0 PSF DATE 11/03/16 AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP ` /� THE DAMAGED TRUSSES AND REBUILD. INTERNAL 0000 FIBER DAMAGE AND EXCESSIVE T /� f BC DL 10.0 PSF DRW HCUSR6384 16308001 Q �^ CONNECTOR STRESS FROM BENDING RI SHOCK CANNOT BE READILY DETECTED. THEREFORE, �• S A 1 V �`. C^ - O IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE BC L L 0.0 PSF HC-ENG AK/WHK CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. A, AN ITW COMPANY eC�A'•♦,,,,,....•NG�? TOT.LID. 37.0 PSF SEQN- 1091 REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS St �1 /� -- -- - ----- REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY �►,y�II O N AL DU R.FAC. 1 .25 2400 Lake Orimp Dr_.Suite ISO INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, - Orbj&,FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. SPAC I NG 24.0" J REF- 1 VVH6384Z01 FL COA#0 279 CLR Rcinforcing Mernber Substitution -Reinforcement This detail Vs to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. i= specified on a truss design but an alternative web Reinforcement: or reinfor,ement method is desired. L-Reinf. Apply to either side of web narrow face. Attach with loci (0.128'x3.0',min) nails of b' ac. Reinforcing member is + a minimum 80% of web , member length, This detail is only applicable for changing the specified CLR j shown on sirgte ply seated designs to T-reinforcementor / L-r einforecement or scab reinforcement AltPrnatlVP reinforcement specified In chart below may be conservative. 'r or minimum alternative reinforcement, re-run design with appropriate — rein+orcement type. T-Reinf L-Reinf. Web Member Specified CLR Alternative ReinforecenenT 'Size Restrait T- uc L- Reinf. Scab Rein* SCab Reinforcement n 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with loci (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2>6 at 6' o.c. Reinforcing member is a 3x6 2 rows 2x6 2-?,400) minimum 80% of web member length. 2x8 1 row 2xb 1-2x8 2x8 2 rows 2x6 2 2x6(Ic) Scab Reinf. T-reinforcement. l_-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 'i C=r,tPr scab on w ae face of web Apply (1) scab to each *awe o web. i M1ItN1N1 •w.a....•�• rv4 .wVARNIWgw• RLAD AND tULLI1V ALL W11LS UN IH1S DRAv1Wd ' V OiF .: TC LL PSF REF CLR SubST. w111PIR1ANlww FURNISH IRIS DRAVNIL IU ALL C1111RACIURS INLLUDINU It! INSIALURS rrus�es requre C.time core m iabr otmg. r—Arg, shppa,9. mstallu„y and b,oc.ng Itefe, to -r \ fdlo. ire Intent -Mian of SCSI .B proctces pro to per furuadinp Carpone t Safety Inion notbn.by TPI and SBCA) sp, sorer • �O.1,08 1 IC DL PSF DAl E 10/01/14 ring these functions I -tollers shun provide terpo ory broc.g per SCSI s `' _ r� I llNess nosed ather.,— top[lord Snail rave prof ly ottoched structural sheothxg and outton c llL DL. PSF DRWI.i 13RCL DJLI Ij16A shall have o properly ottaCned rgi*Ceiling Lu[:otans shown for per nanent Ip lanai re Slr'Uirt of .e ' L shall hove brat+”wtas per SCSI secboon 83 B7 or B10 ON oppiicoble Apply plates to eo n fa (. T •, D ff 1�1�\\VV�IIL of truss and pas tan s sho.n above oM on the =t Details. unless noted othe,nse 00 J 1 • QR BC LL PSF Refer to drawings 16DA-Z fo standard plate pos'Lons •��/, AN TIN COMPAN'i Alpa'e.a drmsiw f JtV Bolding Cunpu rents (..oup inlnc nal rot oe responsible Co. any de'at �O��` 1 .•.\�V TOT. LD. _ tris dra.ng any f-- to b,iio tie tr uss tunic,no a witn ANSI/IPI 1. or r., ha ndla.y. tip4 r —t000tion 8 oro mg f trusses •••••,•••' V}' A al on this drawing or cover page listiti this drawing,indicates acceptance of professbwl - 13723 Riverport Drive Cr4*eerig responsibility solely for the design shown. The suitability and use of this d-awig '•.`�S�ONAL Er:t DUR. FAC. Suite 200 for any structure is the respons� BuildingeU-2.elty of the Building Designer per ANSI/7P1 1 2. �"Rr........ '16 1 U C - Maryland Heights,MO 63043 - i r �niornaUon see fns job's gunerol notes page mid these .eb s�Ae. SPACINFI r•tr1111[ ` �a.coteltw.con, TPI ...tpnst.org, SBCA .•..sla--stry.org, 12C ...iccsofeorg t t rno not c AULD & WHITE 4 CONSTRUCTORS, LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 40 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: S1.1 Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Helical Pile at Gridline F Information Requested: Three 30 ton helical piles will be installed at the noted locations attached to replaced the au erg cast pile not installed. Please confirm. Contractor Suggestion: Response: Use of helical piles at the locations noted is acceptable. Design of the helic I piles is by the helical pile specialty engineer. - BBJ 12/5/16 Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: gILL�-Dale TySDV. 13illy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC RECEIVED DEC 0 7 2016 e�I�&M01 cffA*N i v III N55 31/sx3V x% COLM a NO SEE DET. 8/503, TYP.T— (G5=2) � h b LOCATIONS _ - - - (CSB-2 FF. ELEV.=ODO (WERENCE ONLY_ , MATCH EXIST. F.F. ELEV) 5�3 ��) Missing Auger Cast Pile — — — — — — — - 2 t3'-2" �'-2'.`1 -Sp 121-41i I Ll I(;-4) i (GFr- B-4) l \\ DET. /51.1 (SIM) , I I 2 \\ AT I=TCH. eTYP.)i I I 803 b1%" GCMG. SLAB, RE INF. w/05 AT 8" O.C., IN DIRECTIONj/�, 'MI I `A Page 1 of 2 FR • • • o ° o MVZ0TM Model 288 Helical Pile System Technical Specifications Shaft Material: 2.875" OD x 0.276" Wall ASTM A500 Grade B or C,Yield Strength = 60 ksi (min.) NEW coNsrRucnoa sw►cKU Helix Blades: ASTM A572 Grade 50 x 3/8"Thick Helix blade geometry in accordance with ICC-ES AC358 FOOTINGSIZE. REINFORGNG DETMLS, - - 6 EMBEDMENT DEPTHS y BY PROJECT ENGINEER Coupler Material: 3.50" OD x 0.281" Wall ':x er sowRE ASTM A500 B or C, or ASTM A513 Type 5, z � o e Yield Strength = 60 ksi (min.) SMTs . . Coupling Hardware: Two (2) %" Grade 8 Bolts with Nuts Finish: Available plain or with hot-dipped galvanized coating in accordance with ASTM A123 New Construction Helical Pile Capacities Mechanical Axial Shaft Capacities: Torque Limited Axial Design Capacities based on Allowable Compression = 70.5 kips* Ultimate Torsional Resistance of Pile Shaft=9,180 ft-lbs: Allowable Tension = 39.8 kips* Ultimate Soil Capacity=82.6 kips (with K=9 ft-') Allowable Soil Capacity=41.3 kips (FOS=2.0) *Capacity based on black,uncoated steel with a loss in steel thickness due to corrosion over a period of 50 years. The design period and corrosion loss rates are in accordance with ICC-ES AC358. Mechanical compression limits are based on continuous lateral soil confinement.Piles with exposed unbraced lengths should be evaluated on a case by case basis by the project engineer. Allowable Mechanical Retrofit System Capacities Standard Bracket(FS288B) Low Profile Bracket(FS288BL) 32,000 lbs 26,000 lbs Notes: 1. System capacities are based upon medium stiff clay,loose sand,or stronger soils(Standard Penetration Test(SPT)"N" value>4 blows/ft.)at the bracket elevation and surrounding the external sleeve. System capacities for weaker soil conditions can be provided. 2. System capacities utilize a 30"external sleeve. A 48"sleeve provides little additional benefit when the bracket and sleeve are surrounded by soils with N>_4 blows/ft. The 48"sleeve could be considered to increase system capacities in weaker soils. 3. This table lists mechanical capacities only. Torque-correlated soil capacities may govern the actual installed system capacities. 1-800-281-8545 -www.foundationsupportworks.com Corporate Headquarters: 12330 Cary Circle-Omaha, NE 68128 ©2010 Foundation Supportworks, Inc. Doc. 10FS1-003-Rev.1 Page 2 of 2 • U IN ■ A T 1 • LEI CT) Retrofit piles use side-load brackets, introducing Helical Pier System eccentricity into the system. The Model 288 General Arrangement Helical Pile System incorporates an external sleeve at the top of the pile to aid in resisting the bending forces generated by this loading condition. This helps preserve the axial compressive capacity of the pile shaft. EXISTING STRUCTURE 6.75 ��03/4'THREADED ROD 5.00 x 9.00 CAP PLATE EXCAVATION rl 8.00 RETROFIT BRACKET I AND CAP 10.00 FSIEXTERNAL FSI EXTERNAL SLEEVE COUPLING y SLEEVE PIER • SHAFT PIER SHAFr FS288B Bracket Specifications Bracket:Weldment manufactured from 0.25", 0.375", and 0.50" plate.Yield strength = 36 ksi LEAD SECTION (min.), tensile strength = 58ksi (min.). WITH HELIX BLADES External Sleeve: 3.50" OD x 0.216 wall x 30" or 48" long sleeve with sleeve collar welded to one end. Yield Strength = 50 ksi (min.),tensile strength 62 ksi (min.). Bracket Cap: 5.0" wide x 9.0" long x 1"thick plate with confining ring welded to one side. Yield strength = 50 ksi (min.), tensile strength = 65 ksi (min.). All-Thread Rod:0.75" diameter x 16" long, zinc plated. Grade 67,tensile strength = 125 ksi (min.). 1-800-281-8545•www.foundationsupportworks.com Corporate Headquarters: 12330 Cary Circle•Omaha, NE 68128 ©2010 Foundation Supportworks, Inc. Doc. 10FS1-003-Rev.1 AULD & WHITE CONSTRUCTORS, LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 40 Clemons Rutherford& Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon6bcraarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: S1.1 Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Helical Pile at Gridline F Information Requested: Three 30 ton helical piles will be installed at the noted locations attached to replaced the au erg cast pile not installed. Please confirm. Contractor Suggestion: Response: Use of helical piles at the locations noted is acceptable. Design of the helical pile is by the helical pile specialty engineer. - BBJ 12/5/16 Pending Your Reply We Are Proceeding As Follows: •-Vtp Awaiting your direction. By: g%Lly-Dale Tl Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs.Patricia Evans,Auld&White Constructors,LLC I ' I WSS 31%X3V X% COLM NO I SEE DET. 8/503, TYP.� (G5_2) — — C- 3-4)_ — l-L.b LOCATIONS — 24 711 1 FR ELEY.=0.00' (REI CE ONLY MATCH EXIST. FF. ELEV) 14 P-7-88 503 (CID- Missing Auger Cast Pile ,. — — -- — — — — - f Sim. 2 _jI I 1 t3.2" !; -2�� 3 -8" I 12'-4" � ---L, Fr_ �l171- DET. 151.1 (SIM) I I 2 r �� AT i=r .,GIMP.) i I S03 biz" CONC. SLAB, REINF. w/S AT 8" OL, IN DIRECTION jj I I ILRI I —`' Page 1 of 2 ■ U N D A T 1 • f LF_0� O U Model 288 Helical Pile System Technical Specifications Shaft Material: 2.875" OD x 0.276" Wall ASTM A500 Grade B or C, Yield Strength = 60 ksi (min.) NEW CONSTRUCTION BRACKET Helix Blades: ASTM A572 Grade 50 x 3/8"Thick Helix blade geometry in accordance with ICC-ES AC358 FOOTING SIZE. ' REINFORGNG DETAILS. &EMBEDMENT DEPTHS Coupler Material: 3.50" OD x 0.281" Wall BY PROJECT ENGINEER 1,'x W Sown[ ASTM A500 B or C, or ASTM A513 Type 5, A39PLAU Yield Strength = 60 ksi (min.) �'`�» s ,I • • Coupling Hardware: Two (2) / Grade 8 Bolts with Nuts Finish: Available plain or with hot-dipped galvanized coating in accordance with ASTM A123 New Construction Helical Pile Capacities Mechanical Axial Shaft Capacities: Torque Limited Axial Design Capacities based on Allowable Compression = 70.5 kips* Ultimate Torsional Resistance of Pile Shaft=9,180 ft-lbs: Allowable Tension = 39.8 kips* Ultimate Soil Capacity=82.6 kips (with K=9 ft-') Allowable Soil Capacity= 41.3 kips (FOS=2.0) *Capacity based on black,uncoated steel with a loss in steel thickness due to corrosion over a period of 50 years. The design period and corrosion loss rates are in accordance with ICC-ES AC358. Mechanical compression limits are based on continuous lateral soil confinement.Piles with exposed unbraced lengths should be evaluated on a case by case basis by the project engineer. Allowable Mechanical Retrofit System Capacities Standard Bracket(FS288B) Low Profile Bracket(FS288BL) 32,000 lbs 26,000 lbs Notes: 1. System capacities are based upon medium stiff clay,loose sand,or stronger soils(Standard Penetration Test(SPT)"N" value>_4 blows/ft.)at the bracket elevation and surrounding the external sleeve. System capacities for weaker soil conditions can be provided. 2. System capacities utilize a 30"external sleeve. A 48"sleeve provides little additional benefit when the bracket and sleeve are surrounded by soils with N>_4 blows/ft. The 48"sleeve could be considered to increase system capacities in weaker soils. 3. This table lists mechanical capacities only. Torque-correlated soil capacities may govern the actual installed system capacities. 1-800-281-8545•www.foundationsupportworks.com Corporate Headquarters: 12330 Cary Circle•Omaha, NE 68128 ©2010 Foundation Supportworks, Inc. Doc. 10FS1-003-Rev.1 Page 2 of 2 t • U N ■ AT I ON U�LJ OLS LJ Retrofit piles use side-load brackets, introducing Helical Pier System eccentricity into the system. The Model 288 General Arrangement Helical Pile System incorporates an external sleeve at the top of the pile to aid in resisting the bending forces generated by this loading condition. This helps preserve the axial compressive capacity of the pile shaft. EXISTING STRUCTURE 6.75 I _ 0�'�THREADED ROD 5.00 x 9.00 CAP PLATE EXCAVATION I--- 6.00— RETROFIT BRACKET AND CAP ap c+n 10.00 -� FSI EXTERNAL j SLEEVE COUPLING EXTERNAL SLEEVE v SL PIER SHAFT PIER SHAFT FS288B Bracket Specifications Bracket:Weldment manufactured from 0.25", 0.375", and 0.50" plate. Yield strength = 36 ksi LEAD SECTION (min.), tensile strength = 58ksi (min.). WITH HELIX BLADES External Sleeve: 3.50" OD x 0.216 wall x 30" or 48" long sleeve with sleeve collar welded to one end. Yield Strength = 50 ksi (min.),tensile strength 62 ksi (min.). Bracket Cap: 5.0"wide x 9.0" long x 1" thick plate with confining ring welded to one side. Yield strength = 50 ksi (min.), tensile strength = 65 ksi (min.). All-Thread Rod:0.75" diameter x 16" long, zinc plated. Grade B7, tensile strength = 125 ksi (min.). 1-800-281-8545•www.foundationsupportworks.com Corporate Headquarters: 12330 Cary Circle•Omaha, NE 68128 02010 Foundation Supportworks, Inc. Doc. 10FS1-003-Rev.1 AULD & WHITE CONSTRUCTORS,LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 36 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixona,craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref- Coordination efCoordination Issue Other: Subject: Truss Modifications Information Requested: During installation it was necessary to modify the trusses to align with onsite existing conditions. Please find the attached signed and sealed modifications from the truss engineer. Provided for record purposes. Contractor Suggestion: Response: Reviewed for record only. Modifications signed and sealed by truss specialty engineer. Pending Your Reply We Are Proceeding As Follows: Awaiting our direction. By: glll�-Dale TtHsow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC signed using a Digital Signature. Printed copies without an original signature must be verified using the onginalNectronic version. Alpine, an ITW Company """. 2400 Lake Orange Drive suite 150 Orlando FL 32837 �� H H. •MSN* Florida Engineering Certificate of Authorization Number:0 27 `/a••� �� 'ss•'•`///111 Florida Certificate of Product Approval# �c FL 1999 ��• � S�= ,R L Page 1 of 1 Document ID:1 VVH6384Z0103124644 No.70861 Truss Fabricator: Ro-Mac Lumber & Supply, Inc. + ; �•` Job Identification: REPAIR 33633B--BERNSON-AULD & (REPAIR 336338--B-) STAT7: OF Truss Count: as Model Code: Florida Building Code 5th Edition (2014) ••••.;C[OR�Q �� Truss Criteria: TPI-2007(STD) �FS � � � Engineering Software: Alpine Software,Vers i ons 16.01, 16.02. S�ONAI Structural Engineer of Record: The identity of the structural EOR did not exist as of '"^"it Address: the seal date per section 611315-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 11/03/2016 1. Determi nat i on as to the su i tab i I i ty of these truss components for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must notch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR6384 Details: BRCLBSUB- # Ref Description_ Drawinglt Date 1 64392--AK / T23 rep 16308002 11/03/16 2 64392--AK / T4 rep 16308003 11/03/16 3 64382--AK /_J81__rep 16308001 11/03/16 ❑ ® ❑ O OCD W CD < , N �- O O N 0` < O .O. p rD CD CD 0 CL CD 0 z � y � a4 II^I r*CDO CD �5 D r 0, n O. 7� CDn CD OP CSD W • O cr �+ ►- W Q. CD � r. 0 d b� o CD � CD sv y. �. 5 a 0 C0 y O O -+ y rA Ca. CD 4 Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ' ( REPAIR 33633B--BERNSON-AULD & WHITE CONST. - T23 ) Truss repaired to move right end bearing 1.5" to the left (A)(1)2x4x(3-0-0) SP #2 OR BETTER SCAB. ATTACH and trim 1.5" from end vertical as shown. SCAB TO ONE FACE OF TRUSS WITH (1) ROW OF GUN NAILS (0.131"X3.0") AT 3" O.C. THROUGHOUT MEMBERS This repair is valid for following 3 trusses: WITHOUT SPLITTING LUMBER. Refer To Drawing HCUSR6384 16252275 (T23) HCUSR6384 16252331 (T21) HCUSR6384 16252330 (T22) For Details Not Shown On This Drawing. NOTE: PRIOR TO AND DURING THE REPAIR OPERATION, THIS TRUSS AND ANY SUPPORTED SPANS MUST BE TEMPORARILY BRACED AND SHORED. THE DESIGN AND POSITIONING OF THIS BRACING AND SHORING TO BE DESIGNED BY OTHERS. ++ Alpine plate must be intact and free from damage. (A) Bearing moved 1 .5" t the left 3-0 0 1-8 _ Trim 1 .5" -8 (BC to Top of BRIG) ++ 4-0-0 0L8J0 19-9-13 Over 2 Supports R=1000 U=565 W=8" R=755 U=411 W=3.5" RL=454/-89 ��µ�HKmlauuAr,,,. Design Crit: FBC2014Com/TPI-2007(STD) .1 41* , H; PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 / 4�TY:1 FL/-/4/-/-/R/- Scale =.25"/Ft. TRUSS REPAIR TC LL 20.0 PSF REF R6384- 64392_ DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE _ �0'7O8 1 — TC DL 7.0 PSF DATE 11/03/16 AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP THE DAMAGED TRUSSES AND REBUILD. INTERNAL 1000 FIBER DAMAGE AND EXCESSIVE _= BC DL 10.0 PSF DR.w HCUSR6384 16308002 �� CONNECTOR STRESS FROM BENDING OR SHOCK CANNOT BE READILY DETECTED. THEREFORE, S AT O • ^ - - - Q O IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE • '/��L.� BC LL 0.0 PSF HC-ENG AK/MiK CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. •• .•�• v C AN ITW COMPANY ��'6..4 ..,,..•••N��:°' TOT.LD. 37.0 PSF SEQN- 754546 REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS ^I ` --- ------- -- REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY •�*„�Q R A" DU R.FAC. 1 .25 2400 Lake Orange Dr.Suite 150 INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, -- Orlando.FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. S PAC I NG 24.0" J RE F- 1 WH6384Z01 FL COA#0 278 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (REPAIR 33633B--BERNSON-AULD & - T4 rep) Truss repaired to modify upper right corner section as shown in drawing. Refer To Drawing HCUSR6384 16252295 For Details Not Shown On This Drawing. NOTE: PRIOR TO AND DURING THE REPAIR OPERATION, THIS TRUSS AND 3 ANY SUPPORTED SPANS MUST BE TEMPORARILY BRACED AND SHORED. � Remove section THE DESIGN AND POSITIONING OF THIS BRACING AND SHORING TO ___ _______________ _ BE DESIGNED BY OTHERS. 3 5/12 Pitch (A) (2) 2x6X(8-7-14) SP #2 OR BETTER SCABS. 3 ATTACH SCAB TO EACH FACE OF TRUSS MEMBER (POSITION AT 3 (A) 5/12 PITCH) WITH GUN (0.131"x3.0") NAILS AT 2" O.C. STAGGERED THROUGHOUT MEMBER WITHOUT SPLITTING LUMBER. CIRCLE NUMBER DENOTES MINIMUM NUMBER OF 3; REQUIRED CLUSTER NAILS INTO THE MEMBER (EACH FACE). 38-0-8 FI 5 -6 1-10-1 12 20-0-8 alE 42-9-12 �� 9-4-4 —� L 26-4-4 38-0-8 7-9-12—j 72-2-8 Over 3 Supports EB-1 R=864 U=762 W=8" R=2315 U=1636 W=5.5" RL=536/-236 R=2539 U=1615 W=3.5" �NIMIIIINI11gl/Irl Design Crit: FBC2014Com/TPI-2007(STD) +� Q.M• PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 TY:1 FL/-/4/-/-/R/- Scale =.09375"/Ft. TRUSS REPAIR e TICS LL 20.0 PSF REF R6384- 64392 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE i �Q•7 MA08 1 TC D L 7.0 PSF DATE 11/03/16 AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP — THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE AND EXCESSIVE _s BC DL 10.0 PSF DRIN HCUSR6384 16308003 �^ ^ CONNECTOR STRESS FROM BENDING I SHOCK CANNOT BE READILY DETECT . THEREFORE. A — Q O IIIr�CJ IT IS VITAL TDAT THE FABRRICATOR AND BUS � ILDING CONTRACTOR CONSIDER THE y t A ^T O CAUSE OF THE DAMAGE INNTHE THEIR DECISION WHETHER TO REPAIR OR REBUILD. •• BC LL 0.0 PSF HC-ENG MAW AN •f AN ITW COMPANY �• ~`. .••'�� TOT.LD. 37.0 PSF SEQN- 1104 REPAIR WORK SHOWN TDRAWING APPLIES RUSS MANUFACTURERTOHAVEN LY TO THOSE SECTIONS OF THE TRUSS BEEN REPORTEDBY THEDAMAGED. A QUALIFIED THIRD PARTY -�S�0N ALENr,Y� DUIR.FAC. 1 .2-5 2400 Lake Orange Dr.,Suite 150 INSPECTOR SMALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, *l1IM11B111/Mt" --- OrIa1d0,FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. SPAC I NG 24.0" J REF- 1 WH6384ZO1 FL COA NO 278 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (REPAIR 33633B--BERNSON-AULD & - J81 rep) Truss repaired to modify left end bearing condition as shown. (A)(1)2x12x(TC TO BC) SP #2 OR BETTER SCAB. ATTACH SCAB TO ONE FACE OF TRUSS WITH (1) ROW OF GUN NAILS This repair is valid for following 2 trusses: (0.131"X3.0") AT 2" O.C. STAGGERED THROUGHOUT MEMBERS WITHOUT SPLITTING LUMBER. CIRCLE NUMBER DENOTES MINIMUM Refer To Drawing HCUSR6384 16252353 (J81) NUMBER OF REQUIRED NAILS INTO THE MEMBER. HCUSR6384 16252351 (J81A) For Details Not Shown On This Drawing. +++PROVIDE CONNECTION TO RESIST REACTION IN THE VERTICAL DIRECTION. DESIGN AND CONNECTION NOTE: PRIOR TO AND DURING THE REPAIR OPERATION, THIS TRUSS AND TO BE FURNISHED BY BUILDING DESIGNER. ANY SUPPORTED SPANS MUST BE TEMPORARILY BRACED AND SHORED. NOTE: NOTCH SCAB (A) TO ACCOMODATE CONNECTION. THE DESIGN AND POSITIONING OF THIS BRACING AND SHORING TO BE DESIGNED BY OTHERS. -1� R=101 U=213 12-4-3 3 5 F- 3-1C-3 STUBZ END 1-2-4 0-9-9 �-8-9-8 � R=176 U=176 TT 3X4 3 �— 7-4-0 Over 3 Supports R=276 U=237 �WIM1Nf11M41�NIi,�� Design Crit: FBC2014Ccm/TPI-2007(STD) �a''��p^M• H: frh"'' PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 #1 �� 04 TY:1 FL/-/4/-/-/R/- Scale =.5"/Ft. TRUSS REPAIR ?� � z. TC LL 20.0 PSF REF R6384- 64392 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGES Ip_7 O8 1 TC D L 7.0 PSF DATE 11/03/16 AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP - : -- -- _.- THE DAMAGED TRUSSES AND REBUILD. INTERNAL MOOD FIBER DAMAGE AND EXCESSIVE S BC DL 10.0 PSF DRW HCUSR6384 16308001 CONNECTOR STRESS FROM BENDING OR SHOCK CANNOT BE READILY DETECTED. THEREFORE. • SAT O • - IT IS VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE `• S ffff1111//''�� BC L L 0.0 PSF HC-ENG AK/WH K CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. ' �•�� (`V� ---. ---- -- ---- --- ---- - AN ITW COMPANY ��SS. ,,t,.•N�� ' TOT.LD. 37.0 PSF SEQN- 1091 REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS 1,'�{` --- - --- - ----------- - - - REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY ••A►4v NAL�,p� DUR.FAC. 1 .25 2400 Lake Orange Or..Suite 150 INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, �I�IaIPWMIWIV --- - —Orlando,FL 32837 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. SPAC I NG 24.0" J RE F- 1 VVH63 84 ZO 1 FL COA#0 278 CLR Reinforcing Member Jubstitutioi T-Reinforcement [his detail ,s to be used when a Continuous Lateral Restraint (�_ or T-Reinf. i� spec�fied on a truss design but an alternative web L-Relnforcemer or \ rein*orcehlent rlethud is desired. X-RI \\ Apply to either side of web narrow f Attach with 100 (0.128'x3.0',rrin) nails at b' o.c. Reinforcing member is a minimum 80% of web member length Tn:� detail is only applicable for changing the specified CLR �liowr on singie ply sealed designs to T-reinforcement or --reirforeccment or scab reinforcement, A,teroat,vr reinforcement specified in chart below may be conservative. IF I i or rein mom alternative reinforcement re-run design with appropriate reinforcement type. T-Reinf L_-Re nf. Web Member Specified CLR Alternative Reirrforecerlert scab Reinforcement; �'_e Restraint T- or' L- Reinf. Scab Rein+. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scob(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10ol (0.128'x3.0",min) nails - 2x61 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2<400 ^:irlimurl 80% of web member length. I 'X8 1 row 2x6 1-2x8 2 x 8 2 rows 2xb- 2-cx6(-k) -- -- ----_- Scab Reinf. T-r e0force-ren- L-reinforcement, or scab reinforcement to be some saccus and grade or better than web member unless specified oTl,erwise Dr) Engineer's sealed design. <' (7=o-ter scab on wide face of web. Apply (1) scab to each NO p"1nlargMn `.e ..VARNINw.. RLAD AND/IILLUV ALL NULLS LIN IHIS lWAVlWa ' Y TC LL PSF REF V__ ..111PWlAN1..IURNISH IHIS DRAVINb IU ALL CUNIRALILMS INI:LUDINb Ill INSIALLLRS. r Irw�es rey�err a*tr eve cure in fobrwotvg, rW nW.ng shppv.g, rnstohung unn kl--g itel er lu • r''j talo. the ores: aa�t— of BCSI �B.waing Conpo—1 Safety Incor nntwn.by TPI ono SBCAI fo. soiet j• o.708 1 - TC DL PSF DA I L 10/01/14 !/ V p•-oc r pr lU F fwnrng these fun t' s I.utoHers stwll prUv�de tenpwory or nc�ng per BCI■ • llrvess ed ther..se top 1- shnl, ha Properly ntl—hed ,tr„�tura� shenthvg rand button r�r BC DL PSF DRWU BRCL BStli'W.4 shat, w - o properly ottoched-gid c A.rt) —Ot— Sho.n for Pelnonent lateral restraint of we " srwll .q e b o- y wis toned Per BCSI sect - B3 B7 or BIO. °s opPl 1 .. Apply Pb res to each Fo< •.• T O r $ Il fLl' \ of truss ono po t sho- above wd on the Joint DetnYs. unless noted othernse. r Q2 Lp BC LL PSF Refer to dro.vg 160A Z for -to ndord plate P—l—s • •(((,e Alpne o av5w of 11'4 lldoing C—o—r- brocp Inc Shnll rot oe resDUr�vlNe for bray daub tion fro �io l � .�\ate : TOT. LD. PSF AN ITW COMPANY this dro.rg,a,,y •a,i. to br, .^e buss n conform ce ith ANSI/IPI 1. or roe hondtvtp. srvppbg. /• 4 , , —tohotion 6 b'nc ng f tr'usse� ••.....• (: A seal an this dro.irg or cover page listing this dra.Yg,irdlcates acceptance of professlarwl G v 13723 River ort Drive miter—irg responsibility solely for the design shorn. the solUbility and use of this droNng A S�ONAL pt DUR. FAL'. P for structure Is the re sibrlit of the Bui,din Desir per ANSI/TPI 1 Sec.2. Suite 200 °^Y sPo^ Y 9 �e P f/MDilt '16 Maryland Heights,MO 63043hove mfor-1- nes ,.b's y,,--1 .;ores page and these .eb saes SPACING ". v..oiptelt..coh, TPJ e•vv tp—t—g, IBCA e•..sbcumustry.org,ICC ..•.iccsor—g r AULD & WHITE CONSTRUCTORS,LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 37 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon@craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 OPY DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Northside Bearing Wall Elevations Information Requested: On the north foundation wall indicated on the attached it was necessary to frame up the wall 6" to align the existing trusses and new trusses. Please provide a strap ping_detail for the noted condition. Contractor Suggestion: Response: See attached detail for RFI response. / V/ Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: g%Lt�-DR de T1H50vi. Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors, LLC Mrs. Patricia Evans,Auld&White Constructors,LLC RECEIVED DEC 0 7 2016 Auld&M99 Conte f L --0 Q-- EXIST. DBL. LU PIECE OF 2x8 BLOMWS -- 2x8 fE -- w AT EA,C520 STRAP. CUT u' ROOF TRUSSES, BEYOND 5LOCKIW-3 TO FIT TIGHT EXIST. 2x8 fE ` .I• w EXIST. 16" MASONRY BOND BEAM I SIMSPON C520 STRAP AT 24" O.C., EXTEND OVER TOP OF EXIST. WALL AND CONNECT TO BOTH INSIDE AND OUTSIDE FACE OF CMU w/4- "m TAPCON ANCHORS, (MIN.MASONRY EMBED= 13/4"), USE 8-ilb"m TAPCONS AT EA. C520 STRAP. CONNECT EA. STRAP TO WOOD BLOCKING WITH 8-10d NAILS. DETAIL 11 SCALE:: 3/4''=1'-O" JOHNSON&ASSOCIATES ENGINEERING I \ / PROHSSIONN corsuufNc«raNef n goo cxovl R:W1;wf'#820 i)orwwALM AMA nu 36365 a•pi ,: f 334)671-4783'(334)793-6276 Ae4 I()Ril)I(I RIIFIGilf()f VI II()RV.VIONNn "76 Clemons, Rutherford PROJECT: ATL. BCH. PUBLIC 5APE7Y BUILDING AND RENO, ADDITION & Associates Inc. CRA MJ NO.: 14016 SCALE: NOTED DATE:8-5-16 2027 Thomasville Road REVISION: FI 1r3-) -� Tallahassee, Florida 32308 ��/ /N ,{ (850) 385-6153 TO DRAW%NO.: 50.4 CV-50.4-2 Fax (850) 386-8420 DRAY'Pll: F sRANTHAM/15 JOHN50N AULD & WHITE CONSTRUCTORS, LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 37 Clemons Rutherford& Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixonna,craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Northside Bearing Wall Elevations Information Requested: On the north foundation wall indicated on the attached it was necessary to frame up the wall 6" to align the existing trusses and new trusses. Please provide a strapping detail for the noted condition. Contractor Suggestion: Response: See attached detail for RFI response. W/ Ike Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: g%LLU-DaLe T�Sow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors, LLC Mrs.Patricia Evans,Auld&White Constructors,LLC ---/-----0 ----------- EXIST. DBL. PIECE OF 2x8 BLOCKIW-: -- 2x8 fE --n u-1---------- AT EA. C520 STRAP. CUT" w BLOCKIWG TO FIT TIGHT ROOF TRUSSES, BEYOND _ EXIST.2x8 fE Ia v x EXIST. 16" MASONRY BOND BEAM 1 51M5PON C520 STRAP AT 24" O.C., EXTEND OVER TOP OF EXIST.WALL AND CONNECT TO BOTH INSIDE AND OUTSIDE FACE OF CMU w/4- 3i 4 TAPCON ANCHORS, (MIN.MASONRY EMBED= 13/4"), USE 84f6"p TAPCON5 AT EA. C520 STRAP. CONNECT EA. STRAP TO WOOD BLOCKING WITH 8-10d NAILS. TAI 11 SCALE: 3/4"=I'-m" JOHNSON&ASSOCIATES ENGINEERING PROI I SSIONAL CONSUL TING ENQNFI K5 200 GROVE PARK LANE,#820 f OOTEWJ,ALABAMA 36305 jaeQjacng.a,m (334)671-4783•(334)793-6176(Fax) FIORIDA CERTIFICATE Of AUTHORIZATION No.15956 Clemons, Rutherford PROXY: ATL. BCH. PUBLIC, 5AI-ETY BUILDING AND RENO. ADDITION & Associates Inc. GRA PROJ.NO.: 14016 56ALE: NOTED DATE:8-5-16 2027 Thomasville Road RH510N: f;Z=1 031 50CH NO. C 'w Tallahassee, Florida 32308 ��y/ ,{ (850) 385-6153 5YRflIEK TO"IN6 NO.: 50.4 SK-50.4-2 CRA ARCHITECTSFax (850) 386-8420 ORAM PiGRANTHAM/5.JOHN50N 11 LETTER OF TRANSMITTAL Johnson & Associates Engineering ,► Professional Consulting Engineers 200 Grove Park Lane, #820• Dothan, Alabama 36305 334.671.4783 • Fax 334.793.6276 To: 1z W2 7iL��.ilL1"44C�IL/!!1� Date: /z-/&//7 lob No: 1S'zD f� Attention: We are sending you: l Attached ❑ Under separate cover via the following: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order Other COPIES DATE NO. DESCRIPTION /za /7 '�- 12r M /I A N M s l These are transmitted as checked below: ❑ For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval Ylor Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution ❑ As Required ❑ Return for Corrections ❑ Return Corrected Prints ❑ For Review and Comments ❑ For Bid Due ❑ Other Remarks: Copy To: Si ed: RECENED DEC 0 7 2016 !!d tWa ConMCM AULD &WHITE CONSTRUCTORS,LLC 'ION TO: Mr. Brian Yarbrough [#: 19 Clemons Rutherford&Associal 2027 Thomasville Road#202 Tallahassee, FL 32308 byarbrou gh(a,craarchitects.com PROJECT: Atlantic Beach Public Safety B AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 08/11/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref- Conflict efConflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: South Piles at Entryway Information Requested: The two piles under the new south entry were not installed to allow for access for retaining wall installation. Given the lighter nature of the location and success of the helical install could the two-piles be replaced with two thirty ton helicales. Please confirm. Contractor Suggestion: Response:See attached email for response. - BBJ 12/5/16 *1fi Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: BatJJ-Aa e Ttlsow Billy-Dale Tyson, Project Manager Cc:Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC Mr. Don Mixon,Clemons Rutherford&Associates,Inc. RECENED DDC 0 7 2016 oM&We *M I I 2 I 803 I I I I 803 I I I TOP OF FLOOR "� -4° I I I SLAB BEYOND — ——— (GB-4) rr- I I 2 I I EXIST.CONSTRUCTION, — MATCH EXIST. III 503 I. TO REMAIN °, � III III f I I (GB a LGB-u 3) 1 LL— (GB-3) a ° � FOOTING f�INF.SEE SECTION I NOTE 9 3 I I� I I I I^ _ � I I I L J I I I� RFI 19 Piles III 503 I 3-15 DOWELS x 3'-0"LONG. DRILL Ax DP.HOLE IN EXIST.FTG. S-4)J'llil; lGB-4) AND SETET DOWEL IN EPDXY. ---------- �— - TYE. UJALLFOOTING CONNECTION TO EXISTING WALL FOOTING CONNECTION TO EXISTING WALL F0011NCx �I 2 I I 1 5CALE: /4"= '-0" Sl.l —— `* EXIST.MASONRY WALL 3-U L`—————— —J 4 CONT.L-b"x4"x`'i{�,"(LLO)(DO - - �j NOT PAINT)w/Y'#EXP.BOLTS FILL EXIST.BLOCK CELLS Ib"o AUGERGAST PILE, AT 24"O.C.TAPE OUTSTANDING w/CONC.FULL HT.TO LEG TO PREVENT BOND ACCEPT EXP.BOLTS TYP.WHERE SHOWN, I'-0" I'-0" SEE DET.12/503 4 Il'-8" 4" 4'-0" lH (VERIFY) b'-0" JOINT BETWEEN NEW 4 EXIST.CMU NOTE "A" NOTE "A" NEOPRENE BACKING ROD FILL ALL CELLS WITH PEA 2' 4° GRAVEL CONC.FULL HT. NOTE"A" CAULK EXPOSED JOINTS w/ EQUAL EQUAL ELASTOMERIC JOINT SEALER VERT.RE INF..SEE From:Brad Johnson[bjo _com] Sent:Nlondav>august 15,2016 2:49 PNf To:Billy-Dale Tvson CC: Brian TarbroutrM.' Subject:FE:A tLantie Beach Public Wety Buildistp RFI#191 W:OTBGLGZBM Billy-Dale, The 30-Tan helical piles we utilized for the missed augercast pile are acceptable to be utilized at the south entry canopy. Substitute one helical pile for each augercast pile shown on the construction drawings. Design of the connection of the helical pile to the grade beam and pile cap should be designed by the supplier and forwarded to us for review prior to installation. The calculated maximum load at these locations should be approximately 16 kips. Please call if you have any questions or need additional information. Bradley B.Johnson, PE Johnson &Associates Engineering 200 Grove Park Lane,#820 Dothan, Alabama 36305 334.671.4783 From: Billy-Dale Tyson [mailto:btyson@auld-white.com] Sent:Tuesday,August 9,2016 3:18 PM To: Brad Johnson Subject: FW:Atlantic Beach Public Safety Building: RFI#191 VP: OTBGLGZBHI From: Billy-Gale Tyson Sent: Tuesday, August 09, 2016 3:54 PM To: byarbrough0cradrehitects.com Cc: Jim Graham; dmixon@crdarchitects.com; Patricia Evans Subject: Atlantic Beach Public Safety Building: RFI # 191 VP: OTBGLGZBHI Brian, I talked with Brad about this so he is aware. Thanks for the help. Billy-Dale Tyson, LEED"AP I Project Manager Auld &white Constructors, LLC emailbtyson@auld-white.com I phone(901)296-2_555 I moble(904)386-8 16 1 webauid-white.com F Patricia Evans From: Brad Johnson <bjohnson@ja-eng.com> Sent: Monday, August 15, 2016 2:49 PM To: Billy-Dale Tyson Cc: 'Brian Yarbrough' Subject: RE: Atlantic Beach Public Safety Building: RFI# 191 VP: OTBGLGZBHI Billy-Dale, The 30-Ton helical piles we utilized for the missed augercast pile are acceptable to be utilized at the south entry canopy. Substitute one helical pile for each augercast.pile shown on the construction drawings. Design of the connection of the helical pile to the grade beam and pile cap should be designed by the supplier and forwarded to us for review prior to installation. The calculated maximum load at these locations should be approximately 16 kips. Please call if you have any questions or need additional information. Bradley B.Johnson, PE Johnson &Associates Engineering 200 Grove Park Lane,#820 Dothan,Alabama 36305 334.671.4783 From: Billy-Dale Tyson [mailto:btyson@auld-white.com] Sent:Tuesday,August 9, 2016 3:18 PM To: Brad Johnson Subject: FW:Atlantic Beach Public Safety Building: RFI # 191 VP: OTBGLGZBHI From: Billy-Dale Tyson Sent: Tuesday, August 09, 2016 3:54 PM To: byarbrouah(a)craarchitects.com Cc: Jim Graham; dmixon(a)craarchitects.com; Patricia Evans Subject: Atlantic Beach Public Safety Building: RFI # 191 VP: OTBGLGZBHI Brian, I talked with Brad about this so he is aware. Thanks for the help. Billy-Dale Tyson, LEED®AP Project Manager Auld &White Constructors, LLC email btyson@auld-white.com phone(904)296-2555 1 mobile(904)386-8416 1 web auld-white.com 1 AULD & WHITE CONSTRUCTORS, LLC REQUEST FOR INFORMATION TO: Mr. Brian Yarbrough RFI#: 19 Clemons Rutherford& Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 byarbrough(ccraarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 08/09/2016 DATE INFORMATION REQUIRED: 08/11/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: South Piles at Entryway Information Requested: The two piles under the new south entry were not installed to allow for access for retaining wall installation. Given the lighter nature of the location and success of the helical install could the two piles be replaced with two thirty ton helicales. Please confirm. Contractor Suggestion: Response: Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: B-ULH-Dade Tt sov�, Billy-Dale Tyson, Project Manager Cc:Mr.James Graham,Auld&White Constructors,LLC Mr.Don Mixon,Clemons Rutherford&Associates,Inc. Mrs.Patricia Evans, Auld&White Constructors,LLC I I Sm3 I I I I I I� TOP of FLooR � �' 4" I I I i I� SLAB BEYOND —� �— --- j I 2 I I EXIST.CONSTRUCTION, MATCH EXIST. I S03 I I . TO REMAIN a o d a aD � a <a I I °a I I I III *FM � � I , II, a(GB-U 6B-I _3) j L.L — (68-3) FOOTING REINF.SEE SECTION NOTE 9 I I S03 L J I— I I RFI 19 Piles i 3-5 DOWELS x 3'-0"LONG. DRILL — RI ( ————— —I�� 4164 x DP.HOLE IN EXIST.FTG. AN 3-4)JJiIJ; AND SET E1 DOWEL IN EPDXY. ___-__-- _- - - TYf. WALL FOOTING CONNECTION TO EXISTING WALL FOOTING CALF=: 44"=1'-m ——— —— EXIST.MASONRY WALL 3 U I L`— (CsB_U — L CANT.L-6"x4"x%"(LLO)(DO - - —�J NOT PAINT)w/424 EXP.BOLTS FILL EXIST.BLOCK CELLS Ib"o AU6E ——ST PILE, AT 24"O.C.TAPE OUTSTANDING w/CONC.FULL HT.TO LEG TO PREVENT BOND ACCEPT EXP.BOLTS TYP.WHERE SHOWN, SEE DET.12/503 Il'-a" 4"174'-0" 2'-0" (VERIFY) V-0" JOINT BETWEEN NEW 4 EXIST.CMU NOTE "A" NOTE "A" NEOPRENE BACKING ROD FILL ALL CELLS WITH PEA GRAVEL CONC.FULL HT. NOTE"A" 2'4" CAULK EXPOSED JOINTS w/ EQUAL EQUAL ELASTOMERIC JOINT SEALER VERT.REINF..SEE AULD & WHITE I d CONSTRUCTORS,LLC REQUEST FOR INFORMATION TO: Mr. Brian Yarbrough RFI#: 19 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 byarbrou hgha,craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 08/11/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref. Coordination Issue Other: Subject: South Piles at Entryway Information Requested: The two piles under the new south entry were not installed to allow for access for retaining wall installation. Given the lighter nature of the location and success of the helical install could the two piles be replaced with two thirty ton helicales. Please confirm. Contractor Suggestion: Response:See attached email for response. - BBJ 12/5/16 f Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: 1 %-ULJ1-Aal,e Tl sow Billy-Dale Tyson, Project Manager Cc:Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC Mr.Don Mixon,Clemons Rutherford&Associates,Inc. I I s03 I , I uu TOP OF FLOOR `� 4" I I I I SLAB BEYOND (G5-4) — " - 2 I I EXIST.CONSTRUCTION, — MATCH EXIST. 1 1 503 I I TO REMAIN INN (G5-3) FOOTING FEW SEE SECTION NOTE ,JI 3 I L J I I I� RFI 19 Piles I I I 603 3-5 DOWELS x 3'-0"LONG. DRILL — 1 ZF- iD x DP.HOLE IN EXIST.FTG. AN(GB-4) I AND SETE1 DDOWEL M EPDXY. - TYP. WALL FOOTINGCONNECTION TO EXISTINGWALL FOOTING2 GALE: /4"=1'-0 cJl.l — (GB_U——— l p CONT.L-b"x4"x5i{6"(LLO)(DO EXIST.MASONRY WALL J i I - - —� J ) NOT PAINT)w/X24 EXP.BOLTS FILL EXIST.BLOCK CELLS Ib"o AUGERGAST PILE, AT 24"O.C.TAPE OUTSTANDING w/CONC.FULL HT.TO LEG TO PREVENT BOND ACCEPT EXP.BOLTS TYP.WHERE SHOU,N, I'-0" I'-0" SEE DET.12/603 4" 4'-0" 1'-0 (VERIFY) 6' 0" JOINT BETWEEN NEW 4 EXIST.CM7PEA NOTE "A" NEOPRENE BACKING ROD FILL ALL CELL2'-4" GRAVEL CONC. NOTE"A" CAULK EXPOSED JOINTS w/ EQUAL EQUAL ELASTOMERIC JOINT SEALER VERT.REINF..SEE f � From:Brad Johnson[bjohnsonaja-eng.com] Sent:Monday,:august 15.2016 2:49 PLI To: Bill•-Dale Tyson C C: Brian Yarbrough' Subject:RE:Atlantic Beach Public Safety-Building:RFI=19 N7 OTBGLGZBHI Billy-Dale, The 30-Ton helical piles we utilized for the missed augercast pile are acceptable to be utilized at the south entry canopy. Substitute one helical pile for each augercast pile shown on the construction drawings. Design of the connection of the helical pile to the grade beam and pile cap should be designed by the supplier and forwarded to us for review prior to installation. The calculated maximum load at these locations should be approximately 16 kips. Please call if you have any questions or need additional information. Bradley B.Johnson, PE Johnson&Associates Engineering 200 Grove Park Lane,#820 Dothan, Alabama 36305 334.671.4783 From: Billy-Dale Tyson [mailto:btyson@auld-white.com] Sent:Tuesday,August 9,2016 3:18 PM To: Brad Johnson Subject: FW:Atlantic Beach Public Safety Building: RFI#191 VP: OTBGLGZBHI From: Billy-Dale Tyson Sent: Tuesday, August 09, 2016 3:54 PM To: byarbrough@-craarchitects.com Cc: Jim Graham; dmixon0crdarchitects.com; Patricia Evans Subject: Atlantic Beach Public Safety Building: RFI # 19; VP: OTBGLGZBHI Brian, talked with Brad about this so he is aware. Thanks for the help. Billy-Dale Tyson, LEED°AP ( Project Manager Au d & white Constructors.LLC email btyson@auld-white.com I phonef90.1}?96-2`55 1 mobile{910d}38b-8t16 1 webauld-white.com Patricia Evans From: Brad Johnson <bjohnson@ja-eng.com> Sent: Monday, August 1S, 2016 2:49 PM To: Billy-Dale Tyson Cc: 'Brian Yarbrough' Subject: RE: Atlantic Beach Public Safety Building: RFI# 191 VP: OTBGLGZBHI Billy-Dale, The 30-Ton helical piles we utilized for the missed augercast pile are acceptable to be utilized at the south entry canopy. Substitute one helical pile for each augercast pile shown on the construction drawings. Design of the connection of the helical pile to the grade beam and pile cap should be designed by the supplier and forwarded to us for review prior to installation. The calculated maximum load at these locations should be approximately 16 kips. Please call if you have any questions or need additional information. Bradley B.Johnson, PE Johnson &Associates Engineering 200 Grove Park Lane,#820 Dothan,Alabama 36305 334.671.4783 From: Billy-Dale Tyson [mailto:btyson@auld-white.comj Sent:Tuesday,August 9, 2016 3:18 PM To: Brad Johnson Subject: FW:Atlantic Beach Public Safety Building: RFI # 191 VP: OTBGLGZBHI From: Billy-Dale Tyson Sent: Tuesday, August 09, 2016 3:54 PM To: byarbrough()craarchitects.com Cc: Jim Graham; dmixon(5craarchitects.com; Patricia Evans Subject: Atlantic Beach Public Safety Building: RFI # 191 VP: OTBGLGZBHI Brian, I talked with Brad about this so he is aware. Thanks for the help. Billy-Dale Tyson, LEED°AP Project Manager Auld &White Constructors, LLC email btyson@auld-white.com 1 phone(904)296-2555 1 mobile(904)386-8416 1 web auld-white.com 1 AULD &WHITE CONSTRUCTORS,LLC REQUEST FOR INFORMATION TOO Mr. Brian Yarbrough RFI#: 19 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 byarbrough(a),craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 08/09/2016 DATE INFORMATION REQUIRED: 08/11/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: South Piles at Entryway Information Requested: The two piles under the new south entry were not installed to allow for access for retaining wall installation. Given the lighter nature of the location and success of the helical install could the two piles be replaced with two thirty ton helicales. Please confirm. Contractor Suggestion: Response: Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: 1 iULy-pale T-Hsow Billy-Dale Tyson, Project Manager Cc:Mr.James Graham, Auld&White Constructors,LLC Mr.Don Mixon,Clemons Rutherford&Associates,Inc. Mrs.Patricia Evans, Auld&White Constructors,LLC I I sms I � I uU I TOP OF FLOOR "< 4" I I I I SLAB BEYOND m (013-4) 11 - — - 0 -�, -- -------� 2 I I EXIST.CONSTRUCTION, = MATCH EXIST. ilii S+a3 I h TO REMAIN a ° °a 1 <° I � I I *FAW) � ° 1 ° I ° 1°(CsB U �G8 I ° I ° ;o _3) LL— (GB-3) -- = a 1. 41 FOOTING REINF.SEE SECTION NOTE 9 L J I I I RFI 19 Piles i I Sfd3 3-5 DOWELS x 3'-0"LONG. DRILL o x DP.HOLE IN EXIST.FTG. A S-4) (GB 4) AND SET ET DOWEL IN EPDXY. - TYP. WALL FOOTING CONNECTION TO EXISTING WALL FOOTING DETAIL � SCALE: L`———_(GB_U——— CONT.1-4'x4"x%"(LLO)(DO EXIST.MASONRY WALL NOT PAINT)w/U74 EXP.BOLTS FILL EXIST.BLOCK CELLS LE, 1 // AT 24"O.C.TAPE OUTSTANDING w/CONC.FULL HT.TO 164 AUGERGA6T PI TYP.WHERE SHOWNI' 0` I'-0° LEG TO PREVENT BOND ACCEPT EXP.BOLTS SEE DET.12/603 n'-8" 4' 4'-0" 2' 0" uall ° (VERIFY) 6'-0" JOINT BETWEEN NEW a EXIST.CMU NOTE 'A" NOTE "A" NEOPRENE BACKING ROD FILL ALL CELLS WITH PEA 1'-4" GRAVEL CONC.FULL HT. NOTE"A" CAULK EXPOSED JOINTS w/ EQUAL EQUAL ELASTOMERIC JOINT SEALER VERT.REINF..SEE CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 9 2016 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST_SHEET O__ CORRECTIONS TO REVIEW COMMENT Date: a. �� Received by: W Resubmitted: Permit Number: �(n- L ol-14 - �� 3 I Original Plans Examiner:�-pez n Project Name:?(�611 C Sc ft-- j P 1 d Project Address: Sc-m I ng I e q,4 Contractor: A u t d t C..- `( k-- Contact Name: Contact Phone : Z 4�o� Z S ri Contact e-mail: m ht l ( C au Id r,r(1h i te C-D!Y1 Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: -t-n, 15 e- n seorn c2_ -be rrnG 1 an k El '� 3 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) Me l C, I t C_ \ affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: Plan Review Comments: Department review required Yes No Building - - - -- Planning &Zoning Tree Administrator Plans Examiner Public Works Public Utilities Public Safety Date Created 4J13/16 Rev.3 Fire Services 4168 Southpoint Parkway AULD & WHITE Suite 101 CONSTRUCTORS Jacksonville,Florida 32216 TRANSMITTAL 904-296-2555 -w!Wl FAX 904-296-6990 TO City of Atlantic Beach DATE December 8,2016 Mr. Dan Arlington PROJECT City of Atlantic Beach Public Safety Building SUBJECT permitting docs We are sending you here with® under separate cover❑the following documents: NO. NUMBER DATE TITLE OR DESCRIPTION PREPARED BY COPIES o Details on spray foam insulation and thermal/ignition barriers (also included product data&test laboratories)—2 sets o RFIs for(19,36,37,38,39,40)—2 sets U V E D DEC - 9 2016 T se documents are being submitted toyou: For your use Lj Please sign. For estimating purposes. ❑For your approval. Please return( )copies"APPROVED"or"APPROVED ❑Approved. AS NOTED". ❑Approved as noted. ❑Due to revisions. Please acknowledge receipt,advising if these revisions will ❑ For approval. Affect the contract price. ❑ For review and comment. ❑Returned for corrections. ❑For REMARKS AULD&WHITE CONSTRUCTORS, LLC COPIES TO Melanie Hill Permitting Specialist International Fireproof Technology, Inc. 17 528 Von Karman Ave.Irvine,CA 92614 June 20 2016 To: Whom It May Concern FROM: Richard Guarnieri RE: Transparent Area To whom it may concern, DC 315 has been tested at third party fire facilities,such as Intertek or QAI,it is common that when painting the walls and ceilings with DC315 there are areas that you can see the foam color and appear that it was not covered with sufficient DC 315. DC 315 can be a translucent in some areas even when applied at the 18-20 mils thickness-that there may be visible areas of SPF seen through the DC-315 when applied per Icynene's spec of 20 mils wet—13 mils dry. Further,due to the nature of the SPF surface not being flat it is common that there may be bare areas or holidays. eri'DC 315 rs exposed ofiigh fernperaOW over the SPF,this barrier can build t. ess ft is able to e3 rot ransluc areas; m. Simply stated DC 315 expands to ab-t times its size DC 315 will cover all pin holes and area.that appear transparent.This statement is supported by third party testin facility QAC costinI DC3 To further verify the performance of DC315,test specimens were subjected to ASTEM E661 concentrated load and impact testing and then subjected to a burn test.The ultimate impact and load were determined using''/:"gypsum board and the DC315 coated SPF samples were then subjected to impact and loads that exceeded that at which gypsum failed.A total of 12 impact points were placed upon the samples.This impact and concentrated load testing exposed some areas of foam. Following this the test specimens were subject to a corner room fire test.Test results and visual observation show that,although the exposed foam may ignite,the DC315 intumescent is able to contain,control and ultimately extinguish and flaming of the SPF. QAI test results TJ3568 is attached along with additional supporting letters from QAI. DC 315 is the most tested and approved product in the world for use as an"Alternative Barrier Coating System"over Spray Polyurethane Foam(SPF). Tested over"200 Full Scale NFPA 286"tests,on"29 National Brand Spray Polyurethane Foams(SPF)".These foams account for the majority of sales of SPF in the U.S.A... Thankyou, Richard Guarnieri Vice President of Technology and Testing International Fireproof Technology,Inc.17528 Von Karman Ave.Irvine,CA 92614 Phone:949-975-8588 Direct:949-306-4253 Fax:949-724-8898 WebSite:www.Painttoprotect.com Email: Richard@painttoprotect.com X00 International Fireproof Technology, Inc. 17 528 Von Karman Ave.Irvine,CA 92614 June 20 2016 To: Whom It May Concern FROM: Richard Guarnieri RE: Transparent Area To whom it may concern, DC 315 has been tested at third party fire facilities,such as Intertek or QAI, it is common that when painting the walls and ceilings with DC315 there are areas that you can see the foam color and appear that it was not covered with sufficient DC 315. DC 315 can be a translucent in some areas even when applied at the 18-20 mils thickness-that there may be visible areas of SPF seen through the DC-315 when applied per Icynene's spec of 20 mils wet—13 mils dry. Further,due to the nature of the SPF surface not being flat it is common that there may be bare areas or holidays. r 6r"3rS(s exposed° o filgfi t i%0,is S, r' er the SPF rand_` slue imply state_^ size DC 315 will cover all in holes and area that a ear transvent.This statement is supported by third party testingA erif 15 To further verify the performance of DC315,test specimens were subjected to ASTEM E661 concentrated load and impact testing and then subjected to a burn test.The ultimate impact and load were determined using%:"gypsum board and the DC315 coated SPF samples were then subjected to impact and loads that exceeded that at which gypsum failed.A total of 12 impact points were placed upon the samples.This impact and concentrated load testing exposed some areas of foam. Following this the test specimens were subject to a corner room fire test.Test results and visual observation show that,although the exposed foam may ignite,the DC315 intumescent is able to contain,control and ultimately extinguish and flaming of the SPF. QAI test results TJ3568 is attached along with additional supporting letters from QAI. DC 315 is the most tested and approved product in the world for use as an"Alternative Barrier Coating System"over Spray Polyurethane Foam(SPF). Tested over"200 Full Scale NFPA 286"tests,on"29 National Brand Spray Polyurethane Foams(SPF)",These foams account for the majority of sales of SPF in the U.S.A... Thank you, Richard Guarnieri Vice President of Technology and Testing International Fireproof Technology,Inc.17528 Von Karman Ave.Irvine,CA 92614 Phone:949-975-8588 Direct:949-306-4253 Fax:949-724-8898 Web Site:www.Painttoprotect.com Email: Richard@painttoprotect.com 114 " LABORATORIES 1326 N.108th E.Ave. CERTIFICATION TESTING INSPECTION Tulsa,OK 74116 918.437.8333 ph. 1 918.437.8487 U. August 3rd, 2016 ICYNENE Attn. John Broniek P.Eng 6747 Campobello Road Mississauga ON L5N 21_7 Canada RE: Coverage of Intumescent Paint on Regulatory Test Room Modules Dear Mr. Broniek, This letter is to clear up some confusion regarding the presence of "pin holes", or voids, in intumescent paint on test modules submitted for evaluation at our test laboratory. We often evaluate the performance of an intumescent paint on spray applied polyurethane foam (SPF) against large scale flammability tests. Included in these tests, but not limited to, is NFPA 286 (Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth). The purpose of this test is to determine the contribution of interior finish materials to room fire growth during specified fire exposure conditions (as indicated by the Scope of the referenced standard). In order to achieve this, a room module is built with wooden stud and joist cavities (dimensions as prescribed by the client), filled with spray-applied foam (of specific type and conditions), and allowed to cure (as indicated by the manufacturer). The module is then coated with a specific thickness (as measured with a wet film thickness gauge, for instance) of intumescent paint. This is applied (in almost all cases) with a paint spray apparatus. The module is then fire tested for performance against the referenced standard for compliance to the method and for approval against a building code for that prescribed set up (as outlined in the test report) for application in the field. It is common for"pin holes", or areas that are not completely covered by paint, to be present after curing on the SPF. This is due to the large surface area, or the foam (being an open or closed cell foam) not being completely flat. The only way to guard against these holes is to test a room with a completely flat surface of foam and paint that surface for testing. This is not common in the field and, more importantly, not needed in order to achieve successful results in the test. We see many times that intumescent paint suppliers have successful results in this test with the pin holes present, as indicated in the test reports disseminated from our lab. With some wet film thicknesses, it is also common to see slight translucence of the paint in tests that have achieved compliant results against the referenced test standard. WWW.QAI.ORG it)fo@qai.org s Page 2 of 2 Rol I A90RArOHItS Furthermore, some applicators and / or Authorities Having Jurisdiction who may not be familiar with this phenomenon may be inclined to add more inturnescent paint on top of the prescribed or tested amount in order to cover these voids. This brings up two very important factors to consider. The first being that adding additional intumescent paint to an assembly that already has the prescribed amount applied renders the assembly riot representative of what was tested and approved in the laboratory. The second factor to be considered is that more paint (beyond what is prescribed), in this case, is not better. More intumescent paint added to the assembly may cause the intumesced char (in a fire scenario) to be heavier than it would be in a case9d fail off exposing the f Should you have any additional questions or comments regarding this letter, please do not hesitate to contact me. Respectfully, J. Brian McDonald Operations Manager— Tulsa bmcdonald(cggai.org Cell— (918) 850-5394 WWW.QAI.ORG itifo@qai.org t OLABORATORIES 1326 N.1081h E.Ave. Tulsa,OK 74116 G L li 111 11:A I ION I I.'.i I IN(i INS 1'F(: I III" 918.437.8333 ph. 1 918.437.8487 tx. _ August 3 d, 2016 � 0 -V E ICYNENE D Attn. John Broniek P.Eng 6747 Campobello Road 17OEC - 9 2016 VJ Mississauga ON L5N 21_7 Canada RE: Coverage of Intumescent Paint on Regulatory Test Room Modules Dear Mr. Broniek, This letter is to clear up some confusion regarding the presence of "pin holes", or voids, in intumescent paint on test modules submitted for evaluation at our test laboratory. We often evaluate the performance of an intumescent paint on spray applied polyurethane foam (SPF) against large scale flammability tests. Included in these tests, but not limited to, is NFPA 286 (Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth). The purpose of this test is to determine the contribution of interior finish materials to room fire growth during specified fire exposure conditions (as indicated by the Scope of the referenced standard). In order to achieve this, a room module is built with wooden stud and joist cavities (dimensions as prescribed by the client), filled with spray-applied foam (of specific type and conditions), and allowed to cure (as indicated by the manufacturer). The module is then coated with a specific thickness (as measured with a wet film thickness gauge, for instance) of intumescent paint. This is applied (in almost all cases) with a paint spray apparatus. The module is then fire tested for performance against the referenced standard for compliance to the method and for approval against a building code for that prescribed set up (as outlined in the test report) for application in the field. It is common for"pin holes", or areas that are not completely covered by paint, to be present after curing on the SPF. This is due to the large surface area, or the foam (being an open or closed cell foam) not being completely flat. The only way to guard against these holes is to test a room with a completely flat surface of foam and paint that surface for testing. This is not common in the field and, more importantly, not needed in order to achieve successful results in the test. We see many times that intumescent paint suppliers have successful results in this test with the pin holes present, as indicated in the test reports disseminated from our lab. With some wet film thicknesses, it is also common to see slight translucence of the paint in tests that have achieved compliant results against the referenced test standard. WWW.QAI.ORG info@qai.org Page 2 of 2 1A80RATORIEi Furthermore, some applicators and / or Authorities Having Jurisdiction who may not be fr with tam phenomenon may be inclined to add more intumescent paint on top of the prescribed or tested amount in order to cover these voids. This brings up two very important factors to consider. The first being that adding additional intumescent paint to an assembly that already has the prescribed amount applied renders the assembly not representative of what was tested and approved in the laboratory. The second factor to be considered is that more paint (beyond what is prescribed), in this case, is not better. More intumescent paint added to the assem. I may cause the intu esced char _ natio to be.h,�avier than it.would be in a prescribed case, all off exposing the nderne Should you have any additional questions or comments regarding this letter, please do not hesitate to contact me. Respectfully, J. Brian McDonald Operations Manager— Tulsa bmcdonald W-gai.org Cell— (918) 850-5394 WWW.QAI.ORG info@qai.org AULD & WHITE CONSTRUCTORS,LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RF19: 39 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon(c�craarchitects.com COPPROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: S1.3 Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref- Coordination efCoordination Issue Other: Subject: Revised I Beam Size and Connection Detail Information Requested: Based on clear space from finished floor the I beams in the sallyport were adjusted in size per previous coordination to the attached dimensions. We have also adjusted the bearing,.position of the beam over the sallyport door. Please confirm. Contractor Suggestion: Response: See attached sketch showing revised beam sizes as our response to the RFI. BBJ . 12/5/16 Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: g%LLII-Dake Tl sow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC RECENED DEC 0 7 2016 mid&M10V o c - - -- ' L - - - - - - - - - - - Q 40 MT.z,5i33 � I I II i a � ? mom 16 I SPLIC>_ DEt.ZI'S13 i E )i 1 }; I GIRJER'RUSS � � { / a .4W i r - - - - - - I '- - - - - - - - - - - - - I I - DET.4/513 I Z I I 110 SOB 3-0" I - - - - - - - - - - - - I I TF - - - - - - - - - - - ,_ J I 3 NOTE 6 1 I — DET. 3/513 N - - - - - F- 5PL I I II II DET.2/513— 5 I , II I ' 2 - II NOTE 6 1 I i SPLICE DET.2/513 I I 1 CsIRDER TR155 � .4/513 fP. — CORNER JACKS END JACKS AT 2'-0" OC. AT 2'-0" OAC 505 ,�o T ROOF FRAMING PLAT SCALE: 1/5"=V-011 NOTES: I. TOP OF NEW MASONRY ELEV.-B'41/2",UIJ.O. 2_ WOOD TRUSS REARM ELEV.=8'-9'%",UNO. 3. SEE SHEET 50.1 FOR GENERAL STRUCTURAL NOTE: SEE SHEET 502 FOR TYPICAL DETAILS. 4. AT CORNERS OF BUILDIW3. INSTALL CONTINUOUS N AULD & WHITE CONSTRUCTORS,LLC REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 39 Clemons Rutherford& Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon(a)craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: S1.3 Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Revised I Beam Size and Connection Detail Information Requested: Based on clear space from finished floor the I beams in the sallyport were adjusted in size per previous coordination to the attached dimensions. We have also adjusted the bearing_position of the beam over the sallyport door. Please confirm. Contractor Suggestion: Response: See attached sketch showing revised beam sizes as our response to the R . -J3BJ 12/5/16 Pending Your Reply We Are Proceeding As Follows: ft�� Awaiting your direction. By: 1 %'ULH-Data Tl lsow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC I - - - - - - - - - - - - - - MEW& �' 9 lON I I z ' ° I II � I t AV �: 3-0" I — — — — — — — —--- - - - - - - -- - - - - LZ - - - I I I TNi - � i 11 3 - 1-- tNO�Tb i I �S DET. 1513 II N !!3 F _ _- - - - �5 - - - - - - - - - - I 11 DET.2/513— I sm5 I i NOTE 6 ' I SPLICE DET.2/513 I I 1 GIRDER TRUSS . 4/513 I rP. COWER J END JACKS AT 2'-0" OG. � At '-0" O 21 /2/ SOB No T ROOF FRAMING P LAI 5CALE: 1/8"=1'-m" NOTE5: I. TOP OF NEW MASONRY ELEV.4-6112",URO. 2. WOOD TRU55 BEARIWj ELEV.=8'-131/2" UN-0. 3. SEE SHEET 50.1 FOR GENERAL STRUCTURAL NOTE: SEE SHEET 502 FOR TYPICAL DETAILS. 4. AT COMERS OF BUILDIWz. INSTALL CONTINUOUS 1~ AULD & WHITE CONSTRUCTORS, LLC , REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 38 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixonna craarchitects.com PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 Copy DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref: Interpretation Of Contract Documents Submittal Ref: Conflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Conventional Framing Adjustment at Existing Clerestory Information Requested: Per previous communication the existing IT room and clerestory are not to be demolished. This required conventional framing attachment to the new trusses. Please provide details for noted location and onsite walkthrough on 11/14. Contractor Suggestion: Response: See attached detail for RFI response. - BBJ 12/5/16 % l2. � Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: SM11-Dale T-Hsow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs. Patricia Evans,Auld&White Constructors,LLC p� q RECE YGV DEC 0 7 2016 r FACE OF TOWER BEYOND Flo II r 2 R. �r IAP 17",CONNECT w/4-Ibd NAILS SIMPSCN H3 AT EA 1x,USE ao O NAILS AT EA.H3 pPLYWOOD,SEE SECTIONS. C." coo O �° •24..OD. � 1x6 s )�b 01 " 5IMP50N H3 AT EA 2x,USE I o p 4 OC 8-Bd NAILS AT EA H3 O° f° SIMSPON SP 1 AT EA ROOFING,SEE ARCH'T � 9 STUD,CONNECT TOP ELAP 11",GOPAlEG7 o tCOv n O n TO STUDS,TYP. w/4-Ibd NAILS A" 1x4 BRACE AS REQ'D,TO MAINTAIN 9 5'-0"MAX STUD LENGTH ON MINOR AXIS,CONNECT TO EA.STUD w/-1-11d NAILS. NEW 1x4 STUD WALL,w/STUDS ` EXIST.GLEBE 9 r AT 14"OL. O 2 D STORY 5IMP50N H3 EXIST.OVERBUILD Zari AT EA.STUD EXIST.PLYWOOD TRUSSES I LL�--4 i 434- CONNECT BOTT.E TO EA.EXIST.TRUSS TOP I EXIST.TRUSS CHORD IMAX EXIST.TRUSS TOP CHORD TOP CHORD •, o' _ (� 5PAGMG" 14"O.C),w/1-3116"WOOD SCREWS, O 0 a�z MM PENETRATION INTO EXIST.TRUSS TOP �w'A Z CHORD "1".PRE-DRILL ALL SCREW HOLES. o O��m 20 pNPON Un O O SUPPLEMENTARY FRAMMG AT OVER-BUILD o D AT GLEBE STORY SECTION6 Z NOT TO SCALE m v z g CP "4N- AULD & WHITE CONSTRUCTORS, LLC M, �A7 , REQUEST FOR INFORMATION TO: Mr. Don Mixon RFI#: 38 Clemons Rutherford&Associates, Inc. 2027 Thomasville Road#202 Tallahassee, FL 32308 dmixon(a,craarchitects.co m PROJECT: Atlantic Beach Public Safety Building AWC Project Number: 1533- DATE: 11/15/2016 DATE INFORMATION REQUIRED: 11/17/2016 Category: Reference: Information Not Shown On Contract Documents Contract Drawing Ref- Interpretation efInterpretation Of Contract Documents Submittal Ref- Conflict efConflict In Contract Requirements Specification Ref: Coordination Issue Other: Subject: Conventional Framing Adjustment at Existing Clerestory Information Requested: Per previous communication the existing?IT room and clerestory are not to be demolished. This required conventional framing attachment to the new trusses. Please provide details for noted location and onsite walkthrough on l 1/14. Contractor Suggestion: Response: See attached detail for RFI response. - BBJ 12/5/16 7g Pending Your Reply We Are Proceeding As Follows: Awaiting your direction. By: 1 i-ULH-Dale Tl sow Billy-Dale Tyson, Project Manager Cc: Mr.James Graham,Auld&White Constructors,LLC Mrs.Patricia Evans,Auld&White Constructors,LLC r w FACE OF TOWER { BEYOND I will �IAP 12",CONNECT /4-16d NAILSSIMPSON H3 AT EA 2x,USE o NAILS AT EA H3 0 0 ap p PLYWOOD,SEE SECTIONS. CD c C m •2All OD. m o 2x6 s 1 ,,e SIMPSON H3 AT EA.2x,USE CO 14"OO 8-8d NAILS AT EA H3 co °0 SIMS"SP-2 AT EA. ROOFING,SEE ARCH'T CA FD m w 0 STUD,C2MCT TOP le LAP 12",CONNECT o tC°v O TO STUDS,TYP. w/4-Ibd NAILS o 1x4 BRACE AS REGIV,TO MAINTAIN 9 5'-0"MAX STUD LENGTH ON e MINOR AXIS,CONNECT TO EA STUD \ _ w/-1-12d NAILS. ` NEW 2x4 STUD U14LL,w/STUDS EXIST.CLERE 9 A7 24'O.C. O DSTORY u' SIMPSON H3 EXIST.OVERBUILD A n AT EA,STUD EXIST.PLYUJOOD TRUSSES A CONNECT BOTT.12 TO EA.EXIST.TRUSS TOP EXIST.TRU58 3 ` CHORD IMAX EXIST.TRU%TOP CHORD TOP CHORD :• oz (� SPACING• 24'OC),w/2-3/16'WOOD SCREWS, MIN PENETRATION INTO EXIST.TRUSS TOP C� ml>m CHORD =2".PRE-DRILL ALL SCREW HOLES. 0 �W a t3'-0.. D N Qn p O SUPPLEMENTARY FRAMNG AT OVER-BUILD D AT GLEBE STORY 6 � m P SECTION lm Z NOT TO SGALE w - _ Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 ASHRAE 90.1-2010 - Energy Cost Budget Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: `tY This Checklist EZI An Input report generated from the software just after completing compliance calculations without any further changes The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports E-1/Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 1/19/2016 Page 1 of 14 CERTIFICATIONS I hereby certify that the plans and specificatiPe vered by this calculation are in compliance with the Florida Energy Code Prepared By: Dou Cooper Building Official: Date: Date: I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: CRA Architects Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Douglas Cooper Reg No: Plumbing Designer: Douglas Cooper Reg No: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. s s • � • � N y s • C L.L • OF • W •• 0 R 0. Da��eo��4 EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 1/19/2016 Page 3 of 14 • Project: Atlantic Beach PSB Title: Public Safety Bldg Reno and Add Type: Office (WEA File: JACKSONVILLE.TMY) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) P-1 Entry Canopies Yes 1.25 190.0 238 126 P-1 Entry Canopies Yes 1.25 100.0 125 126 Tradable Surfaces: 252 (W) Allowance for Tradable: 866 (W) PASS= All External Lighting: 252 (W) Complicance check includes a excess/Base allowance of 750.00(W) Project: Atlantic Beach PSB Title: Public Safety Bldg Reno and Add Type: Office (WEA File: JACKSONVILLE.TMY) Lighting Controls Compliance Acronym Ashrae Descriation Area Design Min Compli- ID (sq.ft) CP CP ance Chiefs Office 17 Office- Enclosed 265 1 1 PASSES Cammander Patro 17 Office- Enclosed 170 1 1 PASSES Cammander Inves 17 Office- Enclosed 170 l 1 PASSES Cammander Inves 17 Office- Enclosed 140 1 1 PASSES Cammander Inves 17 Office- Enclosed 140 1 1 PASSES Corridor 5 Corridor 380 1 1 PASSES Vesitbule 12 Lobby(General)- Reception and 435 1 1 PASSES Waiting Corridor 5 Corridor 170 1 1 PASSES Restroom 6 Toilet and Washroom 225 1 1 PASSES Corridor 5 Corridor 260 1 1 PASSES Admin Asst 17 Office- Enclosed 180 1 1 PASSES Dispatch 17 Office- Enclosed 500 1 1 PASSES Restroom 6 Toilet and Washroom 100 1 1 PASSES Break 17 Office- Enclosed 240 1 1 PASSES Supply 17 Office- Enclosed 110 1 1 PASSES IT Wiring Rm 1 Electrical Mechanical Equipment 180 1 1 PASSES Room -General PASSES EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 1/19/2016 Page 5 of 14 AC-1/AC-2 CU-4 Constant Volume Packaged No. of Units System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 42000 16.00 12.23 8.00 PASSES <65000 Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 700 0.80 0.82 PASSES System -Supply Constant Volume Energy Recovery Compliance Not Applicable PASSES Unit PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 1/19/2016 Page 7 of 14 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Ex To be checked at Compliance Submission Fenestration 5.8.2.3,5.5.3.6 Envelope U-factor of opaque doors associated with the �� ❑ building thermal envelope meets requirements. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating ❑ O'❑ radiant heating insulated to-R-3.5. Insulation 5.5.3.1.1 Envelope High-albedo roofs satisfy one of the following:Solar EIC2,❑ reflectance—0.55 and thermal emittance—0.75, Solar reflectance index=64.0,or increased insulation(assembly—U-0.03 or—R-33.0 insulation). /a ❑ Plan Review 9.7 Exterior Lighting Plans,specifications,and/or calculations provide all 1L71' information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed.Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts, transformers and control devices. /� ❑ Wattage 9.4.3 Exterior Lighting Exterior grounds lighting over 100 W provides>60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. 2/0 El 9.4.3 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Wattage 9.4.2 Interior Lighting Exit signs do not exceed 5 watts per face. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for special ❑ O❑ functions per the approved lighting plans and is automatically controlled and separated from general lighting. ❑ Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, t ventilation power,and standby mode. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting Table 6.5.6.1. SYSTEM–SPECIFIC 6.5.3.1.1 Mechanical HVAC fan systems at design conditions do not [13/❑ exceed allowable fan system motor nameplate hp or fan system bhp. �❑ SYSTEM–SPECIFIC 6.5.3.1.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM–SPECIFIC 7.4.2 Mechanical Service water heating equipment meets efficiency po requirements. SYSTEM–SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space heating complies with the service water heating equipment requirements. To be checked during Construction Air Leakage 7 4 3 i Envelope Continuous air barrier is wrapped,sealed,caulked, gasketed,and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6. Air Leakage 5.4 32 Envelope Factory-built fenestration and doors are labeled as 1:1 0 El meeting air leakage requirements. Air Leakage 5.4.3.1 Envelope All sources of air leakage in the building thermal 0 El envelope are sealed,caulked,gasketed,weather stripped or wrapped with moisture vapor-permeable wrapping material to minimize air leakage. Fenestration 5.8.2.1 Envelope Fenestration products rated in accordance with El El El NFRC. EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 1/19/2016 Page 9 of 14 HVAC 6.4.1.4,6.4.1.5 Mechanical HVAC equipment efficiency verified.Non-NAECA HVAC equipment labeled as meeting 90.1. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized ❑ ❑ ❑ dampers that automatically close. HVAC 6.4.3.4.2,6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized ❑ El dampers that automatically shut when not in use and meet maximum leakage rates.Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic 1:1 El contaminant detection and capacity to stage or modulate fans to 50%or less of design capacity. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts ❑ ❑ ❑ or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab,verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure El ❑ ❑ and location. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow ❑ ❑ ❑ rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5°F deadband. ❑ 1] ❑ HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap ❑ ❑ 1-1 restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic ❑ ❑ ❑ shutdown control. HVAC 6.4.3.7 Mechanical When humidification and dehumidification are ❑ ❑ ❑ provided to a zone,simultaneous operation is prohibited. SYSTEM–SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water ❑ ❑ ❑ heating systems(<=120°F to maximum temperature for intended use). SYSTEM–SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically ❑ ❑ switch off the recirculating hot-water system or heat trace. SYSTEM–SPECIFIC 7.4.6 Mechanical Heat traps installed on non-circulating storage water ❑ El ❑ tanks. SYSTEM–SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in.by 42 in. labeled for replacement only. SYSTEM–SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating>3 in.water column requires air leakage testing. SYSTEM–SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and ❑ ❑ ❑ cooling and sequence heating and cooling to each zone. SYSTEM–SPECIFIC 6.5.2.2.2 Mechanical Two-pipe hydronic systems using a common distribution system have controls to allow a deadband>=15 OF,allow operation in one mode for at least 4 hrs before changeover,and have rest controls to limit heating and cooling supply temperature to-30 OF. SYSTEM–SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned El ❑ 1-1 so setpoint—1/3 total design pressure. SYSTEM–SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM–SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM–SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools 0 El 1-1 heated to>90°F have a cover>=R-12. EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 1/19/2016 Page 1 I of 14 SYSTEM–SPECIFIC 6.4.3.10 Mechanical Single zone HVAC systems with fan motors-5 hp ❑ El ❑ have variable airflow controls. Air conditioning equipment with a cooling capacity-110.000 Btu/h has variable airflow controls. SYSTEM–SPECIFIC 6.5.1,6 5 1 1.6.5.1.3 Mechanical Air economizers provided where required,meet the ❑ ❑ ❑ requirements for design capacity,control signal, ventilation controls, high-limit shut-off. integrated economizer control.and provide a means to relieve excess outside air during operation. SYSTEM–SPECIFIC 6.5.1,6.5.1.2.6.5.1.3 Mechanical Water economizers provided where required,meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM–SPECIFIC 6.5.1.4 Mechanical Economizer operation will not increase heating ❑ El El energy use during normal operation. SYSTEM–SPECIFIC 6.5.2.2.1 Mechanical Three-pipe hydronic systems using a common El ❑ ❑ return for hot and chilled water are not used. SYSTEM–SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a 0 ❑ ❑ common water loop meet heat rejection and heat addition requirements SYSTEM–SPECIFIC 6.5.2.4 Mechanical Water economizer specified on hydronic cooling and ❑ El ❑ humidification systems designed to maintain inside humidity at>35 IF dewpoint if an economizer is required. SYSTEM–SPECIFIC 6.5.3.2.1 Mechanical VAV fan motors-10 hp to be driven by variable ❑ ❑ ❑ speed drive. have a vane-axial fan with variable pitch blades.or have controls to limit fan motor demand. SYSTEM–SPECIFIC 6.5.3.2 3 Mechanical Reset static pressure setpoint for DDC controlled 1:1 ❑ ❑ VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM–SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual 1:1 El ❑ zone boxes have static pressure setpoint reset controls. SYSTEM–SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air ❑ El ❑ temperature reset controls SYSTEM–SPECIFIC 6.5.4.2 Mechanical Reduce flow in pumping systems>10 hp to multiple ❑ ❑ ❑ chillers or boilers when others are shut down. SYSTEM–SPECIFIC 6.5.4.3 Mechanical Temperature reset by representative building loads El El 0 in pumping systems>10 hp for chiller and boiler systems>300,000 Btu/h SYSTEM–SPECIFIC 6.5.4.4.1 Mechanical Two-position automatic valve interlocked to shut off El ❑ El water flow when hydronic heat pump with pumping system>10 hp is off. SYSTEM–SPECIFIC 6.5.4.4.2 Mechanical Hydronic heat pumps and water-cooled unitary air El ❑ ❑ conditioners with pump systems>5 hp have controls or devices to reduce pump motor demand. SYSTEM–SPECIFIC 6.5.5.2 Mechanical Fan systems with motors —7.5 hp associated with El ❑ ❑ heat rejection equipment to have capability to operate at 2/3 of full-speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM–SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat ❑ ❑ ❑ water to 85 IF or provide 60%of peak heat rejection is installed for preheating of service hot water in 24/7 facility,water cooled systems reject>6 MMBtu, SHW load-1 MMBtu SYSTEM–SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood ❑ ❑ ❑ shall not exceed the greater of a)supply flow required to meet space heating or cooling,or b) hood exhaust flow minus the available air transfer from available spaces SYSTEM–SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate ❑ ❑ ❑ >5000 cfm meet replacement air,ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3 SYSTEM–SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate ❑ ❑ ❑ >5000 cfm meet replacement air,ventilation system. or energy recovery requirements. SYSTEM–SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: ❑ ❑ ❑ -240 kBtu/h–50% >240 kBtu/h–25% EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date. June 30, 2015 1/19/2016 Page 13 of 14 EnerUGauge Summit®v5.10 INPUT DATA REPORT Proiect Information Project Name: Atlantic Beach PSB Orientation: North Project Title: Public Safety Bldg Reno and Add Building Type: Office Address: 850 Seminole Rd Building Classification: Addition State: Fl No.of Stories: 1 Zip: 32233 GrossArea: 3665 Owner: Atlantic Beach Zones No Acronym Description Type Area Multipli Esq 1 Chiefs Office Office CONDITIONED 265.0 1 2 Cammander Office CONDITIONED 170.0 1 Patrol 3 Cammander Office CONDITIONED 170.0 1 Invest 4 Lieutenant Office CONDITIONED 140.0 1 Lieutenant Office CONDITIONED 140.0 1 1/19/2016 EnergyGauge Summit®v5.10 1 Corridor Corridor Corridor 10.00 17.00 9.00 1 17( In Zone: Restroom 1 Restroom Restroom Toilet and Washroom 10.00 22.50 9.00 1 22! InZone: Corridor 1 Corridor Corridor Corridor 10.00 26.00 9.00 l 26( In Zone: Admin Asst 1 Admin Asst Office Office-Enclosed 10.00 18.00 9.00 1 18( In Zone: Dispatch I Disnatch Office Office-Enclosed 10.00 50.00 9.00 1 50( In Zone: Restroom 1 Restroom Restroom Toilet and Washroom 10.00 10.00 9.00 1 IN In Zone: Break 1 Break Office Office- Enclosed 10.00 24.00 9.00 1 24( In Zone: Supply 1 Supply Office Office- Enclosed 10.00 11.00 9.00 1 IR I n one: IT Wiring Rm 1 IT Wirina Rm Electrical Electrical Mechanical 10.00 18.00 9.00 1 18( Equipment Room-General Lighting No Type Category No. of Watts per PoN�er Control Ti Luminaires Luminaire IWI In Zone: Chiefs Office In Space: Chiefs Office I Recessed Fluorescent- General Lighting 3 64 192 Manual On/ No vent In Zone: Cammander Patrol In Space: Cammander Patrol 1 Recessed Fluorescent- General Lighting 2 64 128 Manual On/ No vent In Zone: Cammander Invest In Space: Cammander Inves 1 Recessed Fluorescent- General Lighting 2 64 128 Manual On/ No vent 1/19/2016 EnergyGauge Summit®v5.10 1 Recessed Fluorescent- General Lighting 3 64 192 Manual On/ No vent In Zone: Supply In Space: Supply 1 Recessed Fluorescent- General Lighting 2 32 64 Manual On/ No vent In Zone: IT Wiring Rm In Space: IT Wiring Rm 1 Recessed Fluorescent- General Lighting 2 32 64 Manual On/ No vent Walls No Description Type Width H (Effec) Multi Area DirectionConductance IN lftl plier IsIl IBtu/hr. sf. F] C lE In Zone: Chiefs Office I Wall Metal 17.00 10.00 1 170.0 East 0.0920 1 siding/2x4@24"+R1 I Batt/5/8"Gyp 2 Wall Metal 17.00 10.00 1 170.0 South 0.0920 1 siding/2x4@24"+R 1 I Batt/5/8"Gyp In Zone: Cammander Patrol 1 Wall Metal 14.00 10.00 1 140.0 South 0.0920 1 siding/2x4@24"+R 1 1 Batt/5/8"Gyp In Zone: Cammander Invest 1 Wall Metal 14.00 10.00 1 140.0 South 0.0920 1 siding/2x4@24"+R1 1 Batt/5/8"Gyp In Zone: Lieutenant 1 Wall Metal 12.00 10.00 1 120.0 South 0.0920 1 siding/2x4@24"+R 1 1 Batt/5/8"Gyp In Zone: Lieutenant 1 Wall Metal 12.00 10.00 1 120.0 South 0.0920 1 siding/2x4@24"+R 1 1 Batt/5/8"Gyp 1/19/2016 EnergyGauge Summit®v5.10 In Zone: Vesitbule In Wall: East 1 Window User Defined No 1.2500 0.82 0.76 4.00 7.00 2 Window User Defined No 1.2500 0.82 0.76 6.00 7.00 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. De Iftl Iftl plier Isfl IBtu/hr.sE F] Iib, In Zone: In NNr,II: Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Hey IN IN plier Isf] Idegl IBtu/hr. SE F] IBt► In Zone: Chiefs Office 1 Roof Mtl Bldg Roof/R-19 26.50 10.00 1 265.0 0.00 0.0492 1. Batt In Zone: Cammander Patrol 1 Roof Mtl Bldg Roof/R-19 17.00 10.00 1 170.0 0.00 0.0492 1. Batt In /,one: Cammander Invest I Roof Mtl Bldg Roof/R-19 17.00 10.00 1 170.0 0.00 0.0492 1. Batt In Zone: Lieutenant I Roof Mtl Bldg Roof/R-19 14.00 10.00 1 140.0 0.00 0.0492 1. Batt I n Zone: Lieutenant I Roof Mtl Bldg RooFR-19 14.00 10.00 1 140.0 0.00 0.0492 1. Batt In Zone: Corridor 1 Roof Mtl Bldg RooFR-19 38.00 10.00 1 380.0 0.00 0.0492 1. Batt In Zone: Vesitbule 1/19/2016 EnergyGauge Summit®v5.10 Floors No Description T%pe Width H(Effec) Multi Area Cond. Heat Cap. I IN [ft] plier [sf] [Btu/hr.sf. F] [Btu/sf.F] 11 In Zone Chiefs Office I Floor 1 ft. soil,concrete 26.50 10.00 1 265.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Cammander Patrol I Floor 1 ft. soil,concrete 17.00 10.00 1 170.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Cammander Invest I Floor 1 ft. soil,concrete 17.00 10.00 1 170.0 0.2681 34.00 floor, carpet and rubber pad In Zone Lieutenant I Floor 1 ft. soil,concrete 14.00 10.00 1 140.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Lieutenant I Floor 1 ft. soil,concrete 14.00 10.00 1 140.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Corridor I Floor 1 ft. soil,concrete 38.00 10.00 1 380.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Vesitbule I Floor 1 ft. soil, concrete 43.50 10.00 1 435.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Corridor 1 Floor 1 ft. soil,concrete 17.00 10.00 1 170.0 0.2681 34.00 floor, carpet and rubber pad In Zone: Restroom 1/19/2016 EnergyGauge Summit®v5.10 2 Heating System 34150.00 1.00 3 Air Handling System -Supply 1200.00 0.80 -1 Energy Recovery Unit SS-2 CU-2 Constant Volume Packaged System Component Category Capacity Efficiency IPLV 1 Cooling System 35900.00 13.00 8.00 2 Heating System 34150.00 1.00 3 Air Handling System-Supply 1200.00 0.80 4 Energy Recovery Unit SS-3 CU-3 Constant Volume Packaged System Component Category Capacity Efficiency IPLV I Cooling System 35900.00 13.00 8.00 2 Heating System 34150.00 1.00 3 Air Handling System-Supply 1200.00 0.80 4 Energy Recovery Unit AC-1/AC-2 CU-4 Constant Volume Packaged System Component Category Capacity Efficiency IPLV 1 Cooling System 42000.00 16.00 8.00 2 Air Handling System-Supply 700.00 0.80 3 Energy Recovery Unit Plant Equipment CategorN Size Inst.No Eff. (/19/2016 EnergyGauge Summit®v5.10 f Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Used [h.sLF/Btu[ IN Btu/h.ft.Fl 187 Mati 187 6 Y P OR PLAS No 0.4533 0.0417 0.0920 BOARD,1/21N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 271 Mat1271 2x4@24" oc+RI I Batt No 10.4179 0.2917 0.0280 94 Mat194 BUILT-UP ROOFING,3/81N No 0.3366 0.0313 0.0930 Constructs Used No Name Simple Massless Conductance Heat Capacity Construct Construct [Btu/h.sf.F] Btu/sf.Fl 1055 Metal siding/2x4@24"+R I I Batt/5/8"Gyp No No 0.09 1.07 Layer Material Material Thickness Framing No. ifti Factor 1 4 Steel siding 0.0050 0.000 2 271 2x4@24" oc+RI I Batt 0.2917 0.000 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 1/19/2016 EnergyGauge Summit®v5.10 Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge SummitO Fla/Com-2015, Effective Date: June 30, 2015 ASHRAE 90.1-2010 - Energy Cost Budget Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: ❑ This Checklist ❑ An Input report generated from the software just after completing compliance calculations without any further changes ❑ The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports ❑ Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 1 of 14 PROJECT SUMMARY Short Desc: Atlantic Beach PSB Description: Public Safety Bldg Reno and Owner: Atlantic Beach Addressl: 850 Seminole Rd City: Atlantic Beach Address2: State: FI Zip: 32233 Type: Office Class: Addition to existing Building Jurisdiction: ATLANTIC BEACH, DUVAL COUNTY, FL(261100) Conditioned Area: 3665 SF Conditioned& UnConditioned Area: 3665 SF No of Stories: 1 Area entered from Plans 3700 SF Permit No: 0 Max Tonnage 3.5 If different,write in: Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 2,338.0 2,537.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT No Entry WATER HEATING SYSTEMS No Entry PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 2 of 14 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Stephanie Gerakos Building Official: Date: 1—15-1 L, Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*)that the system design is in compliance with the Florida Energy Efficiency Code Architect: CRAArchitects Reg No: Electrical Designer: �t^� C'5"' Reg No: Lighting Designer: Ti M fUri• Reg No: Mechanical Designer: Stephanie Gerakos Reg No: l �01 Plumbing Designer: Stephanie Gerakos Reg No: E41 (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. %%1111111///1// G ERj �� • A1C N 14 r STA E OF .� �. • �ORIDN .•' �� i /0 NA L ENG EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 3 of 14 Project: Atlantic Beach PSB Title: Public Safety Bldg Reno and Add Type: Office (WEA File:JACKSONVILLE.TMY) Building End Uses 1) Proposed 2) Baseline Total 148.40 163.30 $2,338 $2,537 ELECTRICITY(MBtulkWhl$) 148.40 163.30 43463 47868 $2,338 $2,537 AREA LIGHTS 27.80 36.80 8134 10792 $438 $572 MISC EQUIPMT 33.50 33.50 9825 9825 $529 $521 PUMPS& MISC 0.80 0.70 223 211 $12 $11 SPACE COOL 37.80 40.70 11073 11924 $596 $632 SPACE HEAT 6.40 30.90 1884 9043 $101 $479 VENT FANS 42.10 20.70 12324 6073 $663 $322 Credits Applied: None PASSES Passing Criteria =2537 Design (including any credits) =2338 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 92.2% EnergyGauge Summit®Fla/Com-20114.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 4 of 14 Project: Atlantic Beach PSB Title: Public Safety Bldg Reno and Add Type: Office (WEA File:JACKSONVILLE.TMY) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sgft or ft) P-1 Entry Canopies Yes 1.25 190.0 238 126 P-1 Entry Canopies Yes 1.25 100.0 125 126 Tradable Surfaces: 252 (W) Allowance for Tradable: 866 (W) PASSES All External Lighting: 252 (W) Complicance check includes a excess/Base allowance of 750.00(W) Project:Atlantic Beach PSB Title:Public Safety Bldg Reno and Add Type:Office (WEA File:JACKSONVILLE.TMY) Lighting Controls Compliance Acronym Ashrae Descriation Area Design Klin Compli- ID (sq.ft) CP CP ance Chiefs Office 17 Office-Enclosed 265 1 1 PASSES Cammander Patrol 17 Office-Enclosed 170 1 1 PASSES Cammander Inves 17 Office-Enclosed 170 1 1 PASSES Cammander Inves 17 Office-Enclosed 140 1 1 PASSES Cammander Inves 17 Office-Enclosed 140 1 1 PASSES Corridor 5 Corridor 380 1 1 PASSES Vesitbule 12 Lobby(General)-Reception and 435 l 1 PASSES Waiting Corridor 5 Corridor 170 1 1 PASSES Restroom 6 Toilet and Washroom 225 1 1 PASSES Corridor 5 Corridor 260 1 1 PASSES Admin Asst 17 Office-Enclosed 180 1 1 PASSES Dispatch 17 Office-Enclosed 500 1 1 PASSES Restroom 6 Toilet and Washroom 100 1 1 PASSES Break 17 Office-Enclosed 240 1 1 PASSES Supply 17 Office-Enclosed 110 1 1 PASSES IT Wiring Rm 1 Electrical Mechanical Equipment 180 1 1 PASSES Room-General PASSES EnergyGauge Summit®Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 5 of 14 Project:Atlantic Beach PSB Title: Public Safety Bldg Reno and Add Type: Office (WEA File:JACKSONVILLE.TMY) System Report Compliance SS-1 CU-1 Constant Volume Packaged No. of Units System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 35900 13.00 13.00 8.00 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Electric Furnace 34150 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 1200 0.80 0.82 PASSES System-Supply Constant Volume Energy Recovery Compliance Not Applicable PASSES Unit SS-2 CU-2 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 35900 13.00 13.00 8.00 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Electric Furnace 34150 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 1200 0.80 0.82 PASSES System-Supply Constant Volume Energy Recovery Compliance Not Applicable PASSES Unit SS-3 CU-3 Constant Volume Packaged No. of Units System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 35900 13.00 13.00 8.00 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Electric Furnace 34150 1.00 1.00 PASSES Air Handling Air Handler(Supply)- 1200 0.80 0.82 PASSES System-Supply Constant Volume Energy Recovery Compliance Not Applicable PASSES Unit EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 1/19/2016 Page 6 of 14 AC-1/AC-2 CU-4 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 42000 16.00 12.23 8.00 PASSES <65000 Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 700 0.80 0.82 PASSES System-Supply Constant Volume Energy Recovery Compliance Not Applicable PASSES Unit PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 7 of 14 Project: Atlantic Beach PSB Title:Public Safety Bldg Reno and Add Type: Office (WEA File:JACKSONVILLE.TMY) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] [F] .SF.F] Cooling Systems(Chilled Water,Brine 0.75 False 42.00 0.28 1.00 0.50 PASSES and Refrigerant) Cooling Systems(Chilled Water,Brine 0.25 False 42.00 0.28 1.00 0.50 PASSES and Refrigerant) PASSES EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date. June 30, 2015 1/19/2016 Page 8 of 14 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Ex To be checked at Compliance Submission Fenestration 5.8.2.3,5.5.3.6 Envelope U-factor of opaque doors associated with the ❑ ❑ 0 building thermal envelope meets requirements. Insulation 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating ❑ El ❑ radiant heating insulated to—R-3.5. Insulation 5.5.3.1.1 Envelope High-albedo roofs satisfy one of the following:Solar reflectance—0.55 and thermal emittance—0.75, Solar reflectance index—64.0,or increased insulation(assembly—U-0.03 or—R-33.0 insulation). Plan Review 9.7 Exterior Lighting Plans,specifications,and/or calculations provide all El [3 ❑ information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed.Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts, transformers and control devices. Wattage 9.4.3 Exterior Lighting Exterior grounds lighting over 100 W provides>60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage 9.4.3 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Wattage 9.4.2 Interior Lighting Exit signs do not exceed 5 watts per face. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Controls 10.4.3 Mechanical Elevators are designed with the proper lighting, ❑ ❑ ❑ ventilation power,and standby mode. HVAC 6.5.6.1 Mechanical Exhaust air energy recovery on systems meeting ❑ 0 ❑ Table 6.5.6.1. SYSTEM–SPECIFIC 6.5.3.1.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM–SPECIFIC 6.5.3.1.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM–SPECIFIC 7.4.2 Mechanical Service water heating equipment meets efficiency ❑ ❑ 11 requirements. SYSTEM–SPECIFIC 7.5.2 Mechanical Service water heating equipment used for space ❑ 0 ❑ heating complies with the service water heating equipment requirements. To be checked during Construction Air Leakage 5.4.3.1 Fnvelope Continuous air barrier is wrapped,sealed,caulked, 0 ❑ ❑ gasketed,and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory-built fenestration and doors are labeled as ❑ ❑ ❑ meeting air leakage requirements. Air Leakage 5.4.3.1 Envelope All sources of air leakage in the building thermal ❑ ❑ envelope are sealed,caulked,gasketed,weather stripped or wrapped with moisture vapor-permeable wrapping material to minimize air leakage. Fenestration 5.8.2.1 Envelope Fenestration products rated in accordance with ❑ ❑ ❑ NFRC. EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 9 of 14 Fenestration 5.8.2.2 Envelope Fenestration products are certified as to ❑ El ❑ performance labels or certificates provided. Insulation 5.8.1.2 Envelope Below-grade wall insulation installed per ❑ ❑ ❑ manufacturer's instructions. Insulation 5.8.1.2 Envelope Slab edge insulation installed per manufacturer's 0 ❑ ❑ instructions. Insulation 5.5.3.1 Envelope Roof R-value.For some ceiling systems,verification ❑ ❑ ❑ may need to occur during Framing Inspection. Insulation 5.8.1.2,5.8.1.3 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose-fill insulation is installed only where the roof slope is-3 in 12. Insulation 5.5.3.1 Envelope Skylight curbs are insulated to the level of roofs with ❑ ❑ insulation above deck or R-5. Insulation 5.8.1.2 Envelope Above-grade wall insulation installed per ❑ 0 ❑ manufacturer's instructions. Insulation 5.8.1.2 Envelope Floor insulation installed per manufacturer's ❑ ❑ ❑ instructions. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with R-value ❑ E] ❑ or insulation certificate providing R-value and other relevant data. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the ❑ ❑ ❑ insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with the ❑ ❑ ❑ inside surface separating conditioned space from unconditional space. Insulation 5.8.1.6 Envelope Recessed equipment installed in building envelope ❑ ❑ ❑ assemblies does not compress the adjacent insulation. Insulation 5.8.1.7 Envelope Exterior insulation is protected from damage with a ❑ 13 ❑ protective material.Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation ❑ ❑ ❑ protected where adjacent to attic or equipment access. Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. ❑ 1:1 ❑ Insulation 5.8.1.8 Envelope Insulation intended to meet the roof insulation E] ❑ ❑ requirements cannot be installed on top of a suspended ceiling.Mark this requirement compliant if insulation is installed accordingly. Controls 9.4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1.1 Interior Lighting Automatic controls to shut off all building lighting ❑ ❑ 13 installed in buildings>5,000 ft2. Controls 9.4.1.2 Interior Lighting Independent lighting controls installed per approved ❑ ❑ ❑ lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.4 Interior Lighting Primary sidelighted areas-250 ft2 are equipped 0 ❑ ❑ with required lighting controls. Controls 9.4.1.5 Interior Lighting Enclosed spaces with daylight area under skylights ❑ ❑ ❑ and rooftop monitors>900 ft2 are equipped with required lighting controls. Controls 9.4.1.6 Interior Lighting Separate lighting control devices for specific uses ❑ ❑ ❑ installed per approved lighting plans. Wattage 9.6.3 Interior Lighting Where space LPD requirements are adjusted based ❑ ❑ ❑ on room cavity ratios,dimensions are consistent with approved plans. Wattage 9.2.2.3 Interior Lighting Interior installed lamp and fixture lighting power is ❑ El ❑ consistent with what is shown on the approved lighting plans,demonstrating proposed watts are less than or equal to allowed watts. HVAC 6.4.3.8 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 10 of 14 HVAC 6.4.1.4,6.4.1.5 Mechanical HVAC equipment efficiency verified.Non-NAECA ❑ ❑ ❑ HVAC equipment labeled as meeting 90.1. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized ❑ ❑ ❑ dampers that automatically close. HVAC 6.4.3.4.2,6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized ❑ 1:1 ❑ dampers that automatically shut when not in use and meet maximum leakage rates.Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has automatic ❑ ❑ ❑ contaminant detection and capacity to stage or modulate fans to 50%or less of design capacity. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from ❑ damage.Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts ❑ ❑ ❑ or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is ❑ ❑ ❑ installed in or under a slab,verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static pressure ❑ ❑ ❑ and location. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow ❑ ❑ ❑ rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5°F deadband. ❑ 1:1 ❑ HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap El ❑ ❑ restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one automatic ❑ ❑ ❑ shutdown control. HVAC 6.4.3.7 Mechanical When humidification and dehumidification are ❑ 1:1 ❑ provided to a zone,simultaneous operation is prohibited. SYSTEM–SPECIFIC 7.4.4.1 Mechanical Temperature controls installed on service water ❑ ❑ ❑ heating systems(<=120°F to maximum temperature for intended use). SYSTEM–SPECIFIC 7.4.4.2 Mechanical Automatic time switches installed to automatically ❑ ❑ ❑ switch off the recirculating hot-water system or heat trace. SYSTEM–SPECIFIC 7.4.6 Mechanical Heat traps installed on non-circulating storage water tanks. SYSTEM–SPECIFIC 6.4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in.by 42 in. ❑ ❑ ❑ labeled for replacement only. SYSTEM–SPECIFIC 6.4.4.2.2 Mechanical Ductwork operating>3 in.water column requires air leakage testing. SYSTEM–SPECIFIC 6.5.2.1 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM–SPECIFIC 6.5.2.2.2 Mechanical Two-pipe hydronic systems using a common distribution system have controls to allow a deadband-15 OF,allow operation in one mode for at least 4 hrs before changeover,and have rest controls to limit heating and cooling supply temperature to-30 OF. SYSTEM–SPECIFIC 6.5.3.2.2 Mechanical VAV fans have static pressure sensors positioned ❑ ❑ ❑ so setpoint—1/3 total design pressure. SYSTEM–SPECIFIC 7.4.4.4 Mechanical Controls are installed that limit the operation of a ❑ ❑ ❑ recirculation pump installed to maintain temperature of a storage tank. SYSTEM–SPECIFIC 7.4.5.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM–SPECIFIC 7.4.5.2 Mechanical Pool covers are provided for heated pools and pools ❑ heated to>90°F have a cover>=R-12. EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 11 of 14 SYSTEM–SPECIFIC 7.4.5.3 Mechanical Time switches are installed on all pool heaters and ❑ EI pumps. SYSTEM–SPECIFIC 7.4.3 Mechanical All piping in circulating system insulated SYSTEM–SPECIFIC 7.4.3 Mechanical First 8 ft of outlet piping is insulated SYSTEM–SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping insulated ❑ ❑ ❑ To be checked during Plan Review Air Leakage 5.4.3.4 Envelope Vestibules are installed where building entrances ❑ ❑ ❑ separate conditioned space from the exterior,and meet exterior envelope requirements. Doors have self-closing devices,and are—7 ft apart. Insulation 5.8.1.7.3 Envelope Insulation in contact with the ground has—0.3% E] ❑ ❑ water absorption rate per ASTM C272. Plan Review 4.2.2,5.4.3.1.1,5.7 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. Plan Review 4.2.2,9.4.4,9.7 Interior Lighting Plans,specifications,and/or calculations provide all ❑ ❑ ❑ information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul HVAC 6.4.3.4.4 Mechanical Ventilation fans>0.75 hp have automatic controls to ❑ ❑ ❑ shut off fan when not required. HVAC 6.4.3.9 Mechanical Demand control ventilation provided for spaces E] ❑ ❑ >500 ft2 and>40 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control,or design airflow>3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible ❑ ❑ ❑ heating panels have insulation—R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent ❑ reheating,recooling,mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. HVAC 6.5.4.1 Mechanical HVAC pumping systems>10 hp designed for ❑ ❑ ❑ variable fluid flow. HVAC 6.5.7.1.1 Mechanical Kitchen hoods>5,000 cfm have make up air—50% ❑ ❑ ❑ of exhaust air volume. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems—15,000 cfm have ❑ 1:1 0 VAV hood exhaust and supply systems,direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant ❑ ❑ ❑ heat. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where applicable. ❑ ❑ ❑ Plan Review 4.2.2,6.4.4.2.1,6.7.2 Mechanical Plans,specifications,and/or calculations provide all ❑ ❑ ❑ information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering st Plan Review 4.2.2,7.7.1,10.4.2 Mechanical Plans,specifications,and/or calculations provide all ❑ ❑ ❑ information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufact Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects—50,000 ft2. EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 12 of 14 SYSTEM—SPECIFIC 6.4.3.10 Mechanical Single zone HVAC systems with fan motors>=5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity>=110,000 Btu/h has variable airflow controls. SYSTEM—SPECIFIC 6.5.1,6.5.1.1,6.5.1.3 Mechanical Air economizers provided where required,meet the requirements for design capacity,control signal, ventilation controls,high-limit shut-off,integrated economizer control,and provide a means to relieve excess outside air during operation. SYSTEM—SPECIFIC 6.5.1,6.5.1.2,6.5.1.3 Mechanical Water economizers provided where required,meet the requirements for design capacity,maximum pressure drop and integrated economizer control. SYSTEM—SPECIFIC 6.5.1.4 Mechanical Economizer operation will not increase heating 1:1 0 0 energy use during normal operation. SYSTEM—SPECIFIC 6.5.2.2.1 Mechanical Three-pipe hydronic systems using a common 1-1 1:1 El return for hot and chilled water are not used. SYSTEM—SPECIFIC 6.5.2.2.3 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM—SPECIFIC 6.5.2.4 Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at>35 OF dewpoint if an economizer is required. SYSTEM—SPECIFIC 6.5.3.2.1 Mechanical VAV fan motors-10 hp to be driven by variable 1-1 1:1 El speed drive,have a vane-axial fan with variable pitch blades,or have controls to limit fan motor demand. SYSTEM—SPECIFIC 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled 1-1 El 0 VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM—SPECIFIC 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM—SPECIFIC 6.5.3.4 Mechanical Multiple zone HVAC systems have supply air 1-1 EI El temperature reset controls. SYSTEM—SPECIFIC 6.5.4.2 Mechanical Reduce flow in pumping systems>10 hp.to multiple El chillers or boilers when others are shut down. SYSTEM—SPECIFIC 6.5.4.3 Mechanical Temperature reset by representative building loads in pumping systems>10 hp for chiller and boiler systems>300,000 Btu/h. SYSTEM—SPECIFIC 6.5.4.4.1 Mechanical Two-position automatic valve interlocked to shut off 1:1 EI 0 water flow when hydronic heat pump with pumping system>10 hp is off. SYSTEM—SPECIFIC 6.5.4.4.2 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems>5 hp have controls or devices to reduce pump motor demand. SYSTEM—SPECIFIC 6.5.5.2 Mechanical Fan systems with motors>=7.5 hp associated with 1:1 0 heat rejection equipment to have capability to operate at 2/3 of full-speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM—SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat 0 1:1 11 water to 85 OF or provide 60%of peak heat rejection is installed for preheating of service hot water in 24/7 facility,water cooled systems reject>6 MMBtu, SHW load>=1 MMBtu. SYSTEM—SPECIFIC 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a)supply flow required to meet space heating or cooling,or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM—SPECIFIC 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 0 >5000 cfm meet replacement air,ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM—SPECIFIC 6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate >5000 cfm meet replacement air,ventilation system, or energy recovery requirements. SYSTEM—SPECIFIC 6.5.9 Mechanical Hot gas bypass limited to: <=240 kBtu/h—50% >240 kBtu/h—25% EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 13 of 14 SYSTEM—SPECIFIC 7.5.1 Mechanical Combined space and water heating system not ❑ ❑ ❑ allowed unless standby loss less than calculated maximum.AHJ has approved or combined connected load<150 kBtu/h. SYSTEM—SPECIFIC 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by a ❑ ❑ 0 thermostat control. SYSTEM—SPECIFIC 6.4.3.3.3 Mechanical Systems with air capacity>10,000 cfm include ❑ 0 ❑ optimum start controls. SYSTEM—SPECIFIC 6.4.3.5 Mechanical Heat pump controls prevent supplemental electric ❑ ❑ ❑ resistance heat from coming on when not needed. SYSTEM—SPECIFIC 7.4.4.3 Mechanical Public lavatory faucet water temperature-11 ❑ El ❑ Controls 8.4.2 Project At least 50%of all 125 volt 15-and 20-Amp El ❑ ❑ receptacles are controlled by an automatic control device. Plan Review 4.2.2,8.4.1.1,8.4.1.2, Project Plans,specifications,and/or calculations provide all ❑ ❑ ❑ information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and br To be checked Post Construction Prior to Issuance of Certificate of Occupancy Post Construction 8 7.1 Interior Lighting Furnished as-built drawings for electric power El ❑ ❑ systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to ensure 0 ❑ ❑ proper operation,calibration and adjustment of controls. Post Construction 6.7.2.1 Mechanical Furnished HVAC as-built drawings submitted within ❑ El 90 days of system acceptance. Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within El El ❑ 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is El ❑ E] provided for HVAC systems serving zones>5,000 ft2 of conditioned area. EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 1/19/2016 Page 14 of 14 EnerUGauge Summit® v5.10 INPUT DATA REPORT Proiect Information Project Name: Atlantic Beach PSB Orientation: North Project Title: Public Safety Bldg Reno and Add Building Type: Office Address: 850 Seminole Rd Building Classification: Addition to existing Building State: FI No.of Stories: 1 Zip: 32233 GrossArea: 3665 SF Owner: Atlantic Beach Zones No Acronym Description Type Area Multiplier Total Area Isfl Is11 1 Chiefs Office Office CONDITIONED 265.0 1 265.0 ❑ 2 Cammander Office CONDITIONED 170.0 1 170.0 ❑ Patrol 3 Cammander Office CONDITIONED 170.0 1 170.0 ❑ Invest 4 Lieutenant Office CONDITIONED 140.0 1 140.0 ❑ 5 Lieutenant Office CONDITIONED 140.0 1 140.0 ❑ 1/19/2016 EnergyGauge Summit®v5.10 1 6 Corridor Corridor CONDITIONED 380.0 1 380.0 ❑ 7 Vesitbule Lobby CONDITIONED 435.0 1 435.0 ❑ 8 Corridor Corridor CONDITIONED 170.0 1 170.0 ❑ 9 Restroom Restroom CONDITIONED 225.0 1 225.0 ❑ 10 Corridor Corridor CONDITIONED 260.0 1 260.0 ❑ 11 Admin Asst Office CONDITIONED 180.0 1 180.0 ❑ 12 Dispatch Office CONDITIONED 500.0 1 500.0 ❑ 13 Restroom Restroom CONDITIONED 100.0 1 100.0 ❑ 14 Break Office CONDITIONED 240.0 1 240.0 ❑ 15 Supply Office CONDITIONED 110.0 1 110.0 ❑ 16 IT Wiring Rm Eletrical CONDITIONED 180.0 1 180.0 ❑ Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN A Iftl plier IsIl lcfl In Zone: Chiefs Office 1 Chiefs Office Office Office- Enclosed 10.00 26.50 9.00 1 265.0 2385.0 ❑ In Zone: Cammander Patrol I Cammander PsOffice Office-Enclosed 10.00 17.00 9.00 1 170.0 1530.0 ❑ In Zone: Cammander Invest 1 Cammander InOffice Office- Enclosed 10.00 17.00 9.00 1 170.0 1530.0 ❑ In Zone: Lieutenant 1 Cammander InOffice Office- Enclosed 10.00 14.00 9.00 1 140.0 1260.0 ❑ In Zone: Lieutenant 1 Cammander InOffice Office- Enclosed 10.00 14.00 9.00 1 140.0 1260.0 ❑ In Zone: Corridor 1 Corridor Corridor Corridor 10.00 38.00 9.00 I 380.0 3420.0 ❑ In Zone: Vesitbule 1 Vesitbule Lobby Lobby(General)- Reception 10.00 43.50 9.00 1 435.0 3915.0 ❑ and Waiting In Zone: Corridor 1/19/2016 EnergyGauge Summit®v5.10 2 I Corridor Corridor Corridor 10.00 17.00 9.00 1 170.0 1530.0 ❑ In Zone: Restroom 1 Restroom Restroom Toilet and Washroom 10.00 22.50 9.00 1 225.0 2025.0 ❑ In Zone: Corridor I Corridor Corridor Corridor 10.00 26.00 9.00 1 260.0 2340.0 ❑ In Zone: Admin Asst I Admin Asst Office Office- Enclosed 10.00 18.00 9.00 1 180.0 1620.0 ❑ In Zone: Dispatch I Dispatch Office Office- Enclosed 10.00 50.00 9.00 1 500.0 4500.0 ❑ In Zone: Restroom I Restroom Restroom Toilet and Washroom 10.00 10.00 9.00 1 100.0 900.0 ❑ In Zone: Break 1 Break Office Office- Enclosed 10.00 24.00 9.00 1 240.0 2160.0 ❑ In Zone: Supply 1 Supply Office Office- Enclosed 10.00 11.00 9.00 1 110.0 990.0 ❑ In one: IT Wiring Rm 1 IT Wiring Rm Electrical Electrical Mechanical 10.00 18.00 9.00 1 180.0 1620.0 ❑ Equipment Room -General Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [Wi Ctrl pts In Zone: Chief's Office In Space: Chiefs Office 1 Recessed Fluorescent- General Lighting 3 64 192 Manual On/Off 1 ❑ No vent In Zone: Cammander Patrol In Space: Cammander Patrol I Recessed Fluorescent- General Lighting 2 64 128 Manual On/Off I ❑ No vent In one: Cammander Invest In Space: Cammander Inves I Recessed Fluorescent- General Lighting 2 64 128 Manual On/Off I ❑ No vent 1/19/2016 EnergyGauge Summit®v5.10 3 In Zone: Lieutenant In Space: Cammander Inves I Recessed Fluorescent- General Lighting 2 64 128 Manual On/Off 1 ❑ No vent In Zone: Lieutenant In Space: Cammander Inves 1 Recessed Fluorescent- General Lighting 2 64 128 Manual On/Off 1 ❑ No vent In Zone: Corridor In Space: Corridor 1 Recessed Fluorescent- General Lighting 6 64 384 Manual On/Off 1 No vent In Zone: Vesitbule In Space: Vesitbule 1 Recessed Fluorescent- General Lighting 4 64 256 Manual On/Off 1 No vent In Zone: Corridor In Space: Corridor 1 Recessed Fluorescent- General Lighting 3 32 96 Manual On/Off 1 No vent In Zone: Restroom In Space: Restroom I Recessed Fluorescent- General Lighting 3 64 192 Manual On/Off 1 ❑ No vent In Zone: Corridor In Space: Corridor 1 Recessed Fluorescent- General Lighting 4 32 128 Manual On/Off 1 ❑ No vent In Zone: Admin Asst In Space: Admin Asst 1 Recessed Fluorescent- General Lighting 2 64 128 Manual On/Off I ❑ No vent In Zone: Dispatch In Space: Dispatch 1 Recessed Fluorescent- General Lighting 6 64 384 Manual On/Off 1 ❑ No vent In Zone: Restroom In Space: Restroom I Recessed Fluorescent- General Lighting 2 32 64 Manual On/Off 1 ❑ No vent In one: Break In Space: Break 1/19/2016 EnergyGauge Summit®v5.10 4 I Recessed Fluorescent- General Lighting 3 64 192 Manual On/Off I ❑ No vent In Zone: Supply In Space: Supply 1 Recessed Fluorescent- General Lighting 32 64 Manual On/Off 1 ❑ No vent In Zone: IT Wiring Rm In Space: IT Wiring Rm 1 Recessed Fluorescent- General Lighting 32 64 Manual On/Off I ❑ No vent Walls No Description Type Width H(Effec) Multi arca Di rectionConductance Ileat Dens. R-Value IN Iftl plier lsfl I Btu/hr. sf. F] Capacity jib/cf] [h.sf.FBtu] ]Btu/sf.F] I n Zone: Chief s Office I Wall Metal 17.00 10.00 1 170.0 East 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+R1 1 Batt/5/8"Gyp 2 Wall Metal 17.00 10.00 1 170.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp In "Zone: Cammander Patrol I Wall Metal 14.00 10.00 1 140.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl I Batt/5/8"Gyp In Zone: Cammander Invest I Wall Metal 14.00 10.00 1 140.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp In Zone: Lieutenant I Wall Metal 12.00 10.00 1 120.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl I Batt/5/8"Gyp In Zone: Lieutenant I Wall Metal 12.00 10.00 1 120.0 South 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp 1/19/2016 EnergyGauge Summit®v5.10 2 Wall Metal 5.50 10.00 1 55.0 West 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+R 1 I Batt/5/8"Gyp In Zone: Vesitbule 1 Wall Metal 20.00 10.00 1 200.0 East 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp In Zone: Restroom 1 Wall Metal 23.00 10.00 1 230.0 East 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+Rl 1 Batt/5/8"Gyp In Zone: Admin Asst 1 Wall Metal 17.00 10.00 1 170.0 East 0.0920 1.072 19.38 10.9 ❑ siding/2x4@24"+R 1 I Batt/5/8"Gyp Windows No Description Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area �Btu/hrsf Fj IN [ft] plier [st] In Zone: Admin Asst In Wall: East 1 Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 In Zone: Cammander Invest In Wall: South 1 Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 In Zone: Cammander Patrol In Wall: South I Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 In Zone: Chiefs Office In Wall: East 1 Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 ❑ In Wall: South I Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 ❑ In Zone: Lieutenant In Wall: South 1 Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 ❑ 1 Window User Defined No 1.2500 0.82 0.76 6.00 4.00 1 24.0 ❑ 1/19/2016 EnergyGauge Summit®v5.10 6 In Zone: Vesitbule In Wall: East I Window User Defined No 1.2500 0.82 0.76 4.00 7.00 2 56.0 ❑ 2 Window User Defined No 1.2500 0.82 0.76 6.00 7.00 1 42.0 ❑ Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN Iftl plier Isfl lBtu/hr. sf. FI lib/cfl IBtu/sf. Fl [h.sf.F/Btul In Zone: In Wall: El Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier lsfl [deg] [Btu/hr. Sf. FI [Btu/sf. Fl Iib/cfl jh.sf.F/Btul In Zone: Chiefs Office 1 Roof Mtl Bldg Roof/R-19 26.50 10.00 1 265.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Cammander Patrol 1 Roof Mtl Bldg RooFR-19 17.00 10.00 1 170.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Cammander Invest 1 Roof Mtl Bldg Roof/R-19 17.00 10.00 1 170.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Lieutenant 1 Roof Mtl Bldg Roof/R-19 14.00 10.00 1 140.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Lieutenant 1 Roof Mtl Bldg Roof/R-19 14.00 10.00 1 140.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Corridor I Roof Mtl Bldg Roof/R-19 38.00 10.00 1 380.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Vesitbule 1/19/2016 EnergyGauge Summit®v5.10 7 I Roof Mtl Bldg Roof/R-19 43.50 10.00 1 435.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Corridor I Roof Mtl Bldg RooUR-19 17.00 10.00 1 170.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Restroom I Roof Mtl Bldg Roof/R-19 22.50 10.00 1 225.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Corridor 1 Roof Mtl Bldg RooFR-19 26.00 10.00 1 260.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Admin Asst I Roof Mtl Bldg Roof/R-19 18.00 10.00 1 180.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Dispatch I Roof Mtl Bldg Roof/R-19 50.00 10.00 1 500.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Restroom I Roof Mtl Bldg Roof/R-19 10.00 10.00 1 100.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Break 1 Roof Mtl Bldg Roof/R-19 24.00 10.00 1 240.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: Supply 1 Roof Mtl Bldg Roof/R-19 11.00 10.00 1 110.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: IT Wiring Rm 1 Roof Md Bldg RooFR-19 18.00 10.00 1 180.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt Skylights No Description Type U SHGC Vis.Trans W H (Effec) MultiMier Area Total Area Btu/hr sf F1 IN IN [Sq [Sq In Zone: In Roof: 1/19/2016 EnergyGauge Summit®v5.10 8 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN Iftl plier Esq [Btu/hr. sf. F1 [Btu/sf. F1 jib/cf] [h.sf.F/Btu In Zone: Chiefs Office 1 Floor 1 ft. soil, concrete 26.50 10.00 1 265.0 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: Cammander Patrol I Floor 1 ft. soil, concrete 17.00 10.00 1 170.0 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: Cammander Invest 1 Floor 1 ft. soil,concrete 17.00 10.00 1 170.0 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: Lieutenant 1 Floor I ft. soil,concrete 14.00 10.00 1 140.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Lieutenant 1 Floor 1 ft. soil,concrete 14.00 10.00 1 140.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Corridor 1 Floor 1 ft. soil, concrete 38.00 10.00 1 380.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Vesitbule 1 Floor 1 ft. soil, concrete 43.50 10.00 1 435.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Corridor 1 Floor 1 ft. soil, concrete 17.00 10.00 1 170.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Restroom 1/19/2016 EnergyGauge Summit®v5.10 9 I Floor 1 ft. soil,concrete 22.50 10.00 1 225.0 0.2681 34.00 113.33 3.73 ❑ floor,carpet and rubber pad In Zone: Corridor 1 Floor 1 ft. soil,concrete 26.00 10.00 1 260.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Admin Asst I Floor 1 ft. soil,concrete 18.00 10.00 1 180.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Dispatch 1 Floor 1 ft. soil, concrete 50.00 10.00 1 500.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Restroom 1 Floor 1 ft. soil, concrete 10.00 10.00 1 100.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Break I Floor 1 ft. soil, concrete 24.00 10.00 1 240.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: Supply 1 Floor 1 ft. soil,concrete 11.00 10.00 1 110.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad In Zone: IT Wiring Rm 1 Floor I ft. soil,concrete 18.00 10.00 1 180.0 0.2681 34.00 113.33 3.73 ❑ floor, carpet and rubber pad Systems SS-1 CU-1 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 35900.00 13.00 8.00 ❑ 1/19/2016 EnergyGauge Summit®v5.10 10 2 Heating System 34150.00 1.00 ❑ 3 Air Handling System-Supply 1200.00 0.80 ❑ 4 Energy Recovery Unit SS-2 CU-2 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 35900.00 13.00 8.00 2 Heating System 34150.00 1.00 3 Air Handling System-Supply 1200.00 0.80 ❑ 4 Energy Recovery Unit ❑ SS-3 CU-3 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 35900.00 13.00 8.00 ID 2 Heating System 34150.00 1.00 ❑ 3 Air Handling System-Supply 1200.00 0.80 ❑ 4 Energy Recovery Unit AC-1/AC-2 CU-4 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 42000.00 16.00 8.00 2 Air Handling System-Supply 700.00 0.80 D 3 Energy Recovery Unit Plant Equipment Category Size Inst.No Eff. IPLV 1/19/2016 EnergyGauge Summit®v5.10 11 Water Heaters W-Heater Description CapacitiCap.Unit 1/P Rt. Efficiency Loss Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire [sf/ft/No] [W] I P-1 Entry Canopies 3 42 190.00 Astronomical Timer Co 126.00 ❑ 2 P-1 Entry Canopies 3 42 100.00 Astronomical Timer Co 126.00 ❑ Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness IFI 1 Btu-in/h.sf.Fl [in] lint 1 Cooling Systems(Chilled Water, Brine and 42.00 0.28 0.75 1.00 No ❑ Refrigerant) 2 Cooling Systems(Chilled Water, Brine and 42.00 0.28 0.25 1.00 No ❑ Refrigerant) Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance [Btu/h.sf.Fl ASHULSgICIrAI User Defined 1 1.2500 0.8200 0.7600 ❑ IFrm 1/19/2016 EnergyGauge Summit®v5.10 12 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHea Mat No Acronym Description Used jh.sf fI3tuj Ifti Btu/h.ft.Fl jib/cfl t 187 Matl 187 U Y P OR PLAS No0.2000 Li BOARD,1/2IN 178 Mad 178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Matl265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24"oc+RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 94 Mat194 BUILT-UP ROOFING, 3/8IN No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct lBtu/h.sLFI [Btu/sf.FI jib/cfl Ih.sf.F/Btu 1055 Metal siding/2x4@24"+Rl I Batt/5/8"Gyp No No 0.09 1.07 19.38 10.9 ❑ Layer Material Material Thickness Framing No. IN Factor 1 4 Steel siding 0.0050 0.000 ❑ 2 271 2x4@24"oc+RI 1 Batt 0.2917 0.000 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 ❑ 1/19/2016 EnergyGauge Summit®v5.10 13 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.Fl [Btu/sEF1 Iib/cfI Ih.sf.F/Btul 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 ❑ Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/8IN 0.0313 0.000 ❑ 2 23 6 in. Insulation 0.5000 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct IBtu/h.sf.Fl IBtu/sf.Fl Iib/cfI Ih.sf.F/Btu 1057 1 ft. soil,concrete floor,carpet and rubber No No 0.27 34.00 113.33 3.7 ❑ pad Layer Material Material Thickness Framing No. IN Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ 1/19/2016 EnergyGauge Summit®v5.10 14 FLORIDA BUILDING CODE,ENERGY CONSERVATION CHAPTER C4—COMMERCIAL ENERGY EFFICIENCY Form C402-2014 ALTERATIONS,RENOVATED BUILDING and BUILDING SYSTEMS Climate Zone: Pro,ect FJa�r�e n ckc h 1,; Occupancy hpe Addressexyl & Alteratio Renovated Building o Building System o Ct•,,Zro Coe ACk - LIN 3 7 7 3 7 Build+nc Permit No Bu;ider, Perm!ttrno Office Owner BUILDING ENVELOPE INFORMATION(Where changed) Envelope Component Description Requirement Efficiency Location Unit Required Installed Roof typer Table C402.12 or s U-factor or LA Table C402 2 2 R-value Roof reflectance/Em!ttance Table 0402 2.1.1 2 Solar reflectance. (low slope roofs) 14A 2 Thermal emdtance lkall type,above grade Wall,below grade Table C402.1.2 or Table C402.2 5 U-factor or 2 R-value Floor type Vertical fenestrations 5 U-factor Table C402.3 s SHGC Skylights s U-factor 1� s SHGC BUILDING SYSTEMS INFORMATION[for HVAC,service hot water or pool heating,lighting systems,and replacement fenestration(C101.4.7)] System Type(describe system) Requirement Efficiency Location Unit Required Installed Air-cond!tion!ng system Tables 0403.2.3(1-3,6-8, 10-11)SEER or EER,LEER Heating system IU14 Tables C403 2 3(2-6) HSPF or COP AFUE,Er or Ec Vent!lat!on.'a!r handling system ,4 Tables C403 2 10.1(1-2) Fan power(cfm). Ducts Location Table C403 2 7.1 R-value P!p!ng Fluid des! n opera ng temp. Table C403.2.8 Inches Hot water Table C404.2 EF,Er, COP Lght!ng Space types-(append list) Table C405 5 2(1 or 2) Lighting power density AC, 1.11 -Af Fenestrations:Enter information in BUILDING ENVELOPE INFORMATION box above. it wi Other COMPLIANCE IS BY ANSUASHRAEAESNA 90.1 0 (Submit alternate form or append documents as needed) I hereby certify that the plans and specifications covered by the calculation are in comphance Review of pla;s and specifications covered by this with the calculation;ndicates compharce with the Florida Fforida Budding Ce r Con ry n. Building PREPARFD BY Code,Energy Conservation.Before construction is DATE. $—IG completed.this building will be inspected for I hereby certdy that this building is in compliance with the Florida Building Code,Energy compliance Conservation. in accordance with Section 553 908,F.S OIhTJER/AGENT BUILDING DATE OFFICIAL DATE: