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Home My WebLink AboutEVALUATION REPORTC R lrl �I � Certificate of Authorization No. 29824 1��I ILI 1 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6Te EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West 40 Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO SC Phillipsburg, KS By Frederick, MD t LUCie Dallas, TX COun `y Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 .1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 10CA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 .UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage® Premium (Frederick) 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 13-1/4" x 39-3/8", ASTM D 3161, reinforced, laminated architectural complying with ASTM D 3462. 13-1/4" x 39-3/8", ASTM D 3161, reinforced, laminated architectural complying with ASTM D 3462. Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage_® Vintage@ __ _ 17-1/2"-x-40TASTM-D3161—Class-F and-ASAvl-D-7158-Glass-1 fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION TAMKO BUILDING PRODUCTS Asphalt Shingles Elite Glass -Seal® Basic Wind Speed (V it): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Vasa): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or woad plank for Glass -Seal new construction; Min. 15/32 in. plywood existing (Frederick, Joplin (Non- construction. HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Nailing Area Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -7ff 5-1/8" 718" i-118" TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (V,,,): (Dallas, Frederick, Joplin, Basic Wind Speed Nud) Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage® Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph _ Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattem" or "6 Nail Pattem" detailed below. FASTENERS NAIL ZONE COMMON BOND EXPOi URE 6-6/8" 12-1 /2" -11�-1 12-3/8" f 12-1 /2'l' - �11-1 " Figure 3. Heritage@, Heritage@ Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) 1" h-7-1/2'L+- T. FASTENERS NAIL ZONE COMMON �� BOND 7-1 EXPOSURE 5-5/8" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC >7= TAMKO BUILDING PRODUCTS Asphalt Shingles uAn ZONE/ MON BOND 1!L k-1/2+7-1/2'44.73/8„ 112+7-1/2U� �-1" Figure 5. Heritage@ Woodgate 6 Nail Pattern M Common Bond 1 39-W I Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail pafterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1-1-91 CREEK TECHNICAL SERVICES, LLC Heritage@ Premium Basic Wind Speed (V it): (Frederick) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph. Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattem" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND 1 "-►I N-- 11 "- +- 12" "- �--1" Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) 5112" Figure 9. 511 NAIL ZONE/ - 9"-4-3° 91/2n 1*-1 n Heritage@ Premium (Frederick) 6 Nail Pattern BOND TBP15001.4 _ FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (V"u): Max. 194_mph (Frederick) Basic Wind Speed (Vnd): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ FASTENERS COMMON BOND 5-1/2" EXPOSURE 5" f TLA �-- 11"--+-12-318"--+r 11" -►I [0-1" Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ZONFJ VON BOND T 5 1 FEXPOSURES" Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Vintage@ Basic Wind Speed (V,h): (Phillipsburg)- Basic Wind Speed (Vwd): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with. RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. xpnS m Dbxh Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage 6 Nail Pattern TBP15001.4 - FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (Vmd: (Frederick & Joplin) Basic Wind Speed (Veld): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind exposure Figure 1 1� 1' 'Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) >xposure TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V ii): (Phillipsburg) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 1" Fastener Figure 2 a-- exposure rigures Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. �• No 74021 STATE OF 441 ii�Ct`Cc, O� OR 1 O p \�1�� ,'SSIONA� % CERTIFICATION OF INDEPENDENCE 2017.09.25 11:31:41 p,—v,avn -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under.Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRINITY I ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, I.I.C. -Certificate of Authorization#9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12-R6 SCANNED FL36048-R6 BY Date of Issuance:10/25/2012 St, Lucie County Revision 6: 09/25/2017 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments 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. Trinityl 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 "Trinityl ERD 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on o9/25/2017. This does not serve as an electronically signed document. 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. Trinityl 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 Trinityl 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. QUNITY ERD ROOFING COMPONENT. EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6t6 Edition (2017) Florida Building Code 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 1504.3.1 Wind Resistance FM 4474 2011 1SO4.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-RS 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-RS 06/07/2017 UL, LLC. (QUA962S) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Evaluation Report A42960.30.12-R6 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 �1 TRINITY ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: _ - TABLE 1: ROOF COVER OPTIONS - Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HTTU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT 5/A Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. _ TABLE IA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT:COMBINATIONS _ Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HTTU Underlayment Dow TileBoncl" FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix 1. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report A42960.30.12-R6 Certificate of Authorization#9503 6r"EDITION(2017)FBC NON-HVH2 EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 rTRINI-ry ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure=-150.0 osf Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Underlayment: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 ,�,I TRINITY I ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECx TILE INSTALLATIONS - Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HTTU Underlayment-s Lugged 5. Exterior Research and Design, LLC. Certificate ofAuthorizotion A9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 5 of 6 �I ! KIMIY ERD 6. INSTALLATION: - 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment, Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlavment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 30 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HTTU Underlavment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report A42960.10.12-116 Certificate of Authorization U9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLI6048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas@Irlomaspe.com Manufacturer: MI Windows and Doors, LLC 650 West Market St Gratz, PA 17030 Product Line: 5764 - Horizontal Mullion Engineering Evaluation Report Report No.: 512072AB SCANNED SP, LucBy ie Countu Compliance: `y The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01448 Revision B, prepared, signed and sealed by Luis Roberto Lomas RE 2. Mullion analysis report No. 512072-1A and -2A per AAMA 450-10 Option 3, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: refer to design pressure charts in approval document. • Maximum single window unit size: 52 1/8" x 84" • Window units attached to mullion must have their own separate approval. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in Wind -Borne Debris Regions, up to Wind Zone 3. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. • All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with manufacturer's instructions and approval document 08-01448 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 NN E At *• 51 •• •TAT OF +,�= ORIOP #�� ALI0�� 10/13/2017 H1 MAX. 1 COMBINED HEIGHT H2 WINDOW WINDOW 52 1/8" MAX. UNIT WIDTH (MULLION SPAN) Maximum design presssure Tributary height (in) Mullion span (In) 18.00 24.00 30.00 36.00 42.00 48A0 52.13 1100 120.0 120.0 120.0 120.0 120.0 120.0 119.1 24.00 120.0 120.0 120.0 120.0 120.0 107.0 95.0 30.00 120.0 120.0 120.0 120.0 114.1 93.4 79.9 3600 120.0 120.0 120.0 120.0 107.0 85.6 71.0 42.00 120.0 120.0 120.0 120.0 104.8 81.5 65.8 48.00 120.0 120.0 120.0 120.0 104.8 80.3 63.2 54.00 120.0 120.0 120.0 120.0 104.8 80.3 62.7 MOO 120.0 120.0 120.0 120.0 104.8 80.3 62.7 66.00 120.0 120.0 120.0 120.0 104.8 80.3 62.7 72.00 120.0 120.0 120.0 120.0 1D4.8 80.3 62.7 78.00 120.0 120.0 120.0 120.0 104.0 80.3 62.7 84.00 120.0 120.0 120.01 120.01 104.8 1 80.3 1 62.7 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDEFLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY HEIGHT= H1 + H2 2 TABLE OF CONTENTS :ET NO. DESCRIPTION 1, 2 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS 3 INSTALLATION DETAILS REVISIONS OESCROMON pnlE MPnO A I REVISED INSTALLATION DETAILS O6/10/15 R.L. B REVSED INSTALLATION DETPILS 10/13/fJ R.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY MI WINDOWS AND DOORS 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE SEPARATE APPROVAL, 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2. SIGNED: 1011612017 MI WINDOWSD DOORS, LLC 650GT MARKET STREET ```N''l1n :ICI� \`RATZ, PA 17030 NS` NS�I4d 5764 HORIZONTAL MULLION _ 0 v,6jX A SINGLE AND TWIN WITH TRANSOM 9E ELEVATION AND GENERAL NOTES �qf• TAT OF oB-a1aaB B %/js/pNALENO�� 3/O6/12 sNEEri OF 3//I111111111�� LROBERTOLOMASP.E I Luis R. Lomas P.E. 1DMROROLEWISWU&NC27423 FL No.: 62514 NN.lI4 rlMmvtldlMmnam mm Hl 68" MAX. COMBINED HEIGHT WINDOW 7HE7DOW 104.25" MAX. UNIT WIDTH (MULLION SPAN) Maximum deskan aressure capacity chart Tributary Height Mullion Span (in( (In( 600 72.00 U-OO 96-00 104.25 16.00 "A 27.5 18.3 24.00 33.8 21.0 30.00 27.7 17.1 3600 23.8 4200 21.0 46.00 110.5 71.3 19.0 54.00 17.4 60.00 64.2 30.2 16.2 6600 15.3 - 7200 87.8 58.3 27.3 - 76.00 83.5 55.4 26.0 - - 84.00 79.6 52.8 24.9 LARGEAND SMALL MISSILE IMPACT, LEVEL O, WINOZONE3 DIMENSIONS IN CNARTARE FRAMEDIMENSIONSAND DO NOT INCLUDE FLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. 3 3/4" - 1' AIL^ 3/81312 [t2 27/3 T--- 2 X 07/32" 1 27 2" SECT5796 CLIP 2X 07/32" FOR CONCRETE INSTALLATION ALUMINUM 6063-1`5.12 -TRICK 3/4" -7�� 3/8" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-IS. 125'THICK TRIBUTARY HEIGHT = H1 + H2 2 2 1/322 7/8" 8•• REY1510X5 RESCRIPTON MM gpPRp RINSED INSTALLATION DETAILS 05/10/15 R.L. REVISED INSTALLATION DETAILS 10/13/17 R.L. 3/32" i SECT5764 MULLION ALUMINUM 6005-T5.125-THICK 3 3/4" 2 3/16" 3/8" 27/32" 1 9/161�9/116�"1n� 2X 07/32" /1� 1 9I SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-75.125" THICK 650 WEST MARKET STREET GRATZ, PA 17030 5764 HORIZONTAL MULLION SINGLE AND TWIN WITH TRANSOM ELEVATION AND COMPONENTS V.L. 1 08-01448 ' NTS Imm 03/06/12 XX-2 OF 3 L ROBERTO LOMh6P.E. I432WO0DF2RDRDLEWISWLUF NC270E3 4346480509 bbras(dblwname.am 1011612017 Luis R. Lomas P.E. FL No.: 62514 1 3/8" 1 /4" MIN. EMBEDMENT MIN. EMBEDMENT It . I /D MIN. EDGE %/10 WOOD 3/16" ELCO DISTANCE SCREW ULTRACON SECT5796 5764 MULLION WOOD FRAMING CLIP OR 2X BUCK INTERIOR BY OTHERS EXTERIOR MULLION INSTALLATION WOOD B CONCRETE ANCHORING NOTES: 1) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. 5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. METAL STRUCTURE — STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .0625" THICK MINIMUM. 2 1/2" MIN. EDGE DISTANCE MASONRY/CONCRETE BY OTHERS METAL STRUCTURE BY OTHERSfjI /2" Mu EDGE DISTANCE M PENSIONS RfY 06CRIPIION M1[ ppPROVFD A REVISED INSTALLATION DETAILS O6/10/15 R.L. 8 REVISED INSTALLATION DETAILS 1 10/13/17 R.L #10 SMS OR SELF DRILLING SCREW SECT5796 CLIP INTERIOR EXTERIOR MULLION INSTALLATION METAL STRUCTURE 650 WEST MARKET STREET GRATZ. PA 17030 5764 HORIZONTAL MULLION SINGLE AND TWIN WITH TRANSOM INSTALLATION DETAILS SIGNED: 1011612017 NTS " 03/06/12 "13 OF 3 "n1111101" LRO6ERTOLOMASP.E Luis R. Lomas P.E. Id WOODFORDRDLEWISldl1£,NC21013 FL No.: fi2514 451 M6 09 rlhmRs(DObmasO . L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27023 Report No.: 513321 B 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows & Doors 650 West Market Street SC,gN Gratz, PA, 17030 O'f C &y%j) Ucie Product Line: Series 185 Aluminum Single Hung Window 36" x 84" —Impact L'Oi•... Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02545 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: E1729.01-109-47 signed and sealed by Michel D. Stremmel P.E. Architectural Testing Inc., York, PA AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: t60.15psf Water penetration resistance 9.19psf 3. Test report No.: E1729.02-109-47 signed and sealed by Michel D. Stremmel P.E. Architectural Testing Inc., York, PA ASTM E1886-05 and ASTM E1996-12 ASTM El886/ El996 Large Missile Impact, Level D, Wind Zone 3 ASTM E1886/ E1996 Cyclic Load Test, x55.Opsf design pressure 4. Anchor calculations, report number 513321-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t55.Opsf • Maximum unit size: 36" X 84" • Units must be glazed per ASTM El300-04/09, according with glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02545 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 �II11111//� * • 0,.5t251 •• • A • TAT OF •w� ��'P •. �OR10 •• \ �� Luis R. Lomas, P.E. FL No.: 62514 10/02/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ROsslaNs DE RIMN wre "PROAD A REVISED ANCHOR SPACING h CHARTS 0]/11 /16 R.L. B REVISED CL455 10/02/1] R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI NOTES 1 I NOTES N.G. 08-02545 B 2 — 3 ELEVATIONS SG4E NTS DATE 12/09/2014 s6EET I OF 11 4 — 10 INSTALLATION DETAILS LRoeE COMAS R.E 1211412017 R. Lomas P.E. No.: 62514 f N FR HE 36" MAX FRAME WIDTH 16" 2 MAX I� 0.0 �I 'I 2" MAX MAX O.C. O / 4 4X ME GHT / / uA 1 185ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW FLANGE & FINLESS INSTALLATION SEE CHART#1 FOR SMALLER UNITS REQUIRED ANCHO, 36" MAX FRAME WIDTH 16" 2" MAX MAX ^- -- 2" MAX D.C. 16" MAX OO.C. 84" MAX FRAME / HEIGHT / uA 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGNPRESSURE RATING IMPACTRATING t55.0PSF LARGE MISSILEIMPACT MISSILE LEVEL AWING ZONE NOTES: 1. MAXIMUM SASH SIZE: 34 1/2" X 36". 2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" RMSIONS REV OESCRIPiION 'ATE -PR-In A REVISED ANCHOR SPACING k CHARTS 11/11/11 R.L. B REVSED GU S 1 10/02/17 R.L. CHART #1 FLANGE A FINLESS INSTALLATION Number of anchor locations required Frame Frame Width in Height 18.00 24.00 30.00 3&00 (in) Head Jamb Head Jamb Head Jamb Head Jamb 2400 2 3 3 3 3 3 3 3 30.00 2 3 3 3 3 3 3 3 36.00 2 3 3 3 3 3 3 3 42.00 2 4 3 4 3 4 3 4 48.00 2 4 3 4 3 4 3 4 54.00 2 5 3 5 3 5 3 5 60.00 2 5 3 5 3 5 3 5 66.00 2 5 3 5 3 5 3 5 72.00 2 6 3 6 3 6 3 6 78.00 2 6 3 6 3 6 3 6 8400 1 2 6 3 6 3 6 1 3 6, MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 I SERIES 185 ALUMINUM SINGLE HUNG WINDOW I 36" X 84"— LMI FLANGE AND FINLESS ELEVATIONS NTS 1-" 12/09/2014 1'N"'2 OF 11 L ROBERIO LOWS P.E. 1132 WOODFDAD RO LEWISWLtE, NO 2M3 434i660E0B 4bnus(3(rbmaspemm : 1211412017 MIIII/ i .'L or/, *"�Noy6/46� "• Luis R. Lomos P.E. FL No.: 62514 36" MAX FRAME WIDTH 36" MAX FRAME WIDTH RMSIONS REY oEscaiPnox OARE APPR0.4'O 10" 10" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 2" MAX MAX '{ 2" MAX 2" MAX MAX --{ 2" MAX a REVISED GLISS 10/02/1] R.L O.C. O.C. L L 10" MAX O.C. _� O / 10" MAX O.C. 84" O / CHART #2 FIN INSTALLATION Humber of anchor locations required 18844" /� MAX / Frame Framee WItlN (in) FRAME FRAME Height 18.00 24.00 30.00 1 36.00 HEIGHT HEIGHT (in) H85 Jamb HBS IJ..b HBS Jamb HBS Jamb .00 3 3 3 3 4 3 5 3 30 30.00 3 4 3 4 4 4 5 4 .00 4200 3 3 5 3 5 4 5 5 3 5 4 5 5 5 5 5 Q '71LII7' 48,8.00 3 6 3 6 4 6 5 6 54.00 3 6 3 6 4 6 5 6 60.00 66.00 3 3 7 3 7 4 7 8 3 8 4 8 5 7 5 a 72.00 3 8 3 8 4 8 5 8 F878.00 3 9 3 9 4 9 5 9 400 3 9 3 9 1 4 1 9 1 5 1 9 SINGLE HUNG 185ALUMINUM WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FININSTALIATION FININSTAUATION SEE CHARTS2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACTRATING t55.OPSF LARGE MISSILE IMPACT M/SS11E LEVEL D, WIND ZONE INOTES: 1. MAXIMUM SASH SIZE: 34 1/2" X 36". 2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FIN ELEVATIONS umw OWG NO. N.G. 08-02545 3C NTS IGATE 12/09/2014 IS8003 OF 11 L ROBERTO LOMAS RE I432 WOODFORO RD LEWISVILLE, NC 27023 434E88-0 09 46nurs@/Romaq a. SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 RL SIGNS 1 /2" MIN REv DESCRIPDON OMc APPRoAD WOOD FRAMING EDGE DISTANCE A REVISED ANCHOR SPACING &CHARTS 07/11/16 R.L. — — OR 2% BUCK B I REVISED G1A55 10/02/17 R.L. BY OTHERS 1 1/4" MIN. EMBEDMENTT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE #10 WOOD SCREW INTERIOR EXTERIOR k BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOTSHOWN FOR CLARITY. 2. PERIMETER AND ✓OIMTSEALANTBYOTHERS TO BE DESIGNED INACCORDANCE WIT74ASTME2112 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 1/2" INTERIOR MIN EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BACKER ROD BY OTHERS It APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1211412017 6ii WINDOWS 650 WEST MA D ET STREET LLC ```\\\5111R. L !0/'117j��i GRATZ, PA 17030-0370 •��G EN,gt.'4s SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" % 84"— LMI !-yu*_`•, ��AT b6cOFcO.•t *l— FLANGE INSTALLATION DETAILS w,TE 12/09/2014 ISHM4 OF 11 " 111111110T" LHOSERTOLOMASP.E' Luis R. Lomas P.E. 1192W000WRO flO LEWISV/LLE, NCD023 FL No.: 62514 A90E49O609 r1lDrnas(R�LNmasm.ovn METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN 1-T EDGE DISTANCE El /4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT MET/ STRUCTUF BY OTHEF SILL TO BE SET N A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWN FOR CLARITY. 2. PERIMETERANDJO/NTSEALANTBYOTHERSTO BE DESIGNED IN ACCORDANCE IWTHASTM E2112 #10 SMS OR SELF DRILLING SCREWS HEV o¢C0.IPIION MT I MFRIMD A REVISED ANCHTSPACING & CHARTS 07/11/16 R.L. B REVISED GI SS 10/02/17 R.L /4" MAX. SHIM SPACE INTERIOR METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLA77ON MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FLANGE INSTALLATION DETAILS N.G. 08-02545 B 3 A NTS JDATE 12/09/2014 ISHEU5 OF 11 L ROBERTO LOMAS P.E. 14921O 09ORD .Ckk/LLE NC27029 A30�699�0699 Nbmas@LW�.mm SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT 2 1/2" MIN. EDGE DISTANCE •!a:. ;. e 1 1/4" MIN. °°e ' •' a' EMBEDMENT 1/4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR EXTERIOR BACKER ROD SILL TO BE S APPROVED BED IN A BED OF SEALANT APPROVED STRUCTURAL OPTIONAL 1X BUCK SEALANT SEE NOTE 3 — 7 SHEET 1 1/4" MAX. SHIM SPACE CONCRETE/MASONRY BY OTHERS ^.. a ° VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION RNSIONS DESLRIPLION PATE MPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 1 R.L. REVSED GLA96 1 10/02/17 1 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BY OTHERS • ° 3/16" TAPCON v I INTERIOR 2 1 /2" MIN. EDGE DISTANCE 1 E XTERIOR OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE4MSONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLAnITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WRHASTME2112 SIGNED: 1211412017 MI AND LLC Rl lllfllol�77XX/i 650DOWS W WEST MARKET STREET GRATZ, PA 17030-0370 `\``S \Xs ` r••�NGENyF;9ip SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 0..826 36" X 84"— -MI — ;, f��'1(T(ir�]Xt�+�' FLANGE INSTALLATION DETAILS gip; STATE OF •Lyj %OFS;°(ORIOQ; GN om": 0" NO. RLv oa 50 �sas a ii7js10NA11��\\`� s W E NTS 12/09/2014 6 OF 11 LROBERTOLOMASP.E Luls R. Lomas P.E. faaz vr000wRORDLEvnsvnLE. nc27Dza aucsaDsas nmmas®mmusce.rom FL No.: 62514 1/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER RD /4" MAX. O--� & APPROVED 1 SEALANT SHIM SPACE `- #10 WOOD SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS TILL TO BE SET N A BED OF \PPROVED iTRUCTURAL iEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES.- 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. 2. PERIMETERANDJO/NTSEALANTBYO7HERSTOSE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN. EMBEDMENT 1 1 /2" MIN EDGE DISTANCE f g10 WOOD SCREW / NEWSIONS REV OESCRIP110N ppiE MPRWED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED CLASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING 0R2X BUCKINSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FINLESS INSTALLATION DETAILS x: DWG NO. OB-02545 ' NTS — 12/09/2014 S"u-'7 OF 11 L RODERTO LOWS P.E. 14 WOODFORD RD LEWISVILLE NO27023 1 686 609 ebm.Wmo ,s. SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT B 1/2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1.INTERIORAND EXTERIOR KNISHES, BYOTHERS, NOTSHOWNFOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE REVISIONS DESCRIPTION Mn MPROVFD RENSEO ANCHOR SPACING k CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING INTERIOR SCREWS 1/2" MIN. EDGE DISTANCE EXTERIOR METAL BACKER ROD STRUCTURE & APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FINLESS INSTALLATION DETAILS DP N: MG NO. FEV N.G. 1 08-02545 B SDae NTS pA1 12/09/2014 sH� 8 OF 11 1211412017 Luis R. Lomas P.E. FL No.: 62514 _ 2 1/2" MIN. RENSIONS EDGE DISTANCE REV DESCRIPTION M1E MPROKD CONCRETE/MASONRY a A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. BY OTHERS `°.4 ° n' B REVISED cuss 10/02/17 R.L. n 1 1/4" MIN. OPTIONAL 1X BUCK °' EMBEDMENT SEE NOTES 3 — 7 � 1 1/4" MIN. SHEET 1 , EMBEDMENT CONCRETE/MASONRY 1/4" MAX. BY OTHERS OPTIONAL 1X BUCK BACKER ROD SHIM SPACE SEE NOTES 3 — 7 SHEET 1 & APPROVED ,• a SEALANT 3/16" TAPCON 3/16" TAPCON - ° 1/4" MAX. SHIM SPACE INTERIOR INTERIOR 2 1/2" MIN. - EDGE EXTERIOR DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION IN A BED OF BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT NOTES. EXTERIOR FINISHES, BYOTHERS, OPTIONAL 1X BUCK 1/4" MAX. NOTSHOWNFORCLARITY. SEE NOTE 3 — 7 SHIM SPACE 2PERIMETERANDJOINTSE4LANTBYOTHERSTOBE SHEET 1 DESIGNED NACCORDANCE WI7HAS7ME2112 SIGNED: 1211412017 MI WIN650DOWT LLC 1R1. CONCRETE/MASONRY BY OTHERS " MARKETDDOOREET `\``'Nl ENSF;9iP GRATZ, PA 17030-0370 `�••yVG SERIES 185 ALUMINUM SINGLE HUNG WINDOW _�-,�12617t'•�' FINLESS INSTALLATION DETAILS lj AT GF ty� • i��•�• ACO lOa;'� CROSS REV DRAWN: OWD No.VERTICAL 6 B '�SS CONCCRETETEJMASORYINSTALLA77ON Sr mm SOHE0.95 i�NAL1 EO6 NTS 12/09/2014OF 11 LROBERIOLOMASP.E LD15 R. Lomas P.E. 1472WDODFORDRDLEWISVID.ENC2=3 FL No.: 62514 1316380609 Namas®bbmasp . PMSIOxS 1 1/4- MIN. P[v JMCRIPiION APPROVED SEAIANT EM EDMENT A REVISED ANCHOR SPACING k CHARTS BEHIND FIN WOOD FRAMING a REVISED GI -ASS BY OTHERS 1/4" MAX. SHIM SPACE 7/16" MIN j EDGE DISTANCE /j8 WOOD SCREW " MAX WOOD FRAMING BY OTHERS SHIM SPACE WOOD SC / SCREW 1 IA= INTERIOR MEMBE EXTERIOR INTERIOR APPROVED SEALANT BEHIND FlN 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCKlASTALLAT/ON 0AIE MPPO 11/16 R.L. '02/17 1 R.L. NOTES: 1/4" MAX 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, ` r SHIM SPACE NOTSHOWNFORCLARTTY. 2. PERIMETERAND JOINT SEALANT BYOTHERSTO BE —� DESIGNED IN ACCORDANCE WT M ASTM E2112 SIGNED: 1211412017 7/16" MIN EDGE DISTANCE MI WINDOWS AND DOORS, LLC 6GRATZ,50 S MARKET T X�XY111111NII,,A #8 WOOD WOOD PA 17030 0370T ',,*Cl��`\J\o.. ''9///i y' SF SCREW FRAMING VO •� 1 1/4" MIN. BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 5 *� APPROVED EMBEDMENT 36" X 84'— LMI ' q1 SEALANT FIN INSTALLATION DETAILS �p AT OF ; BEHIND FIN VERTICAL CROSS SECTION • ��'�••'P(OR10P WOOD FRAMING OR 2X BUCKINSTALLATION oxwwN: owc NO. PEV N.G. 08 B /IFS • • • G //qS/ONA'tE�O�� 5045 Dore NTS 12/09/2014 10 OF 11 L flOBERTOWMASP.E Luis R. Lomas P.E. 1132 WOOOPoflO ROLEW/SVPIF NC2T09 FL No.: 62514 asrceeosos mm�xsC�Mmxa�na.mx APL 2 3/16" 13/16' FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK 2 5/16" 3 3/8" FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THICK 11 V 5/�8" r 1 3 LOCKRAIL/STILE CM-16505 ALUMINUM 6063.T5.062- THICK GLAZING BEAD CM-18535 RIGID PVC.050'THICK FLANGE FRAME JAMB CM-16503 ALUM/ NUM 6063-T5.050' THICK 2 5/16" —1 2 13/1 ' FINLESS FRAME SILL CM-18554 ALUMINUM 601 THICK 5l FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050'THICK 2 3/16' EFINLESS FRAME JAMB CM-18513 ALUMINUM 61050'THICK 2 5/16" 2 3/16" 3 3/4" 2 5/1fi" FIN FRAME SILL FIN FRAME HEAD CM-18509 CM-Imm ALUMINUM 6053-T5.055-THICK ALUMINUM 6063-T5.050'THICK 1 7/16'• 1 1/6 2 51/16' J— J� SASH BOTTOM RAIL MEETING RAIL CM-18555 CM-18504 ALUMINUM 6063-T5.050'TH/CK ALUMINUM 6063-T5.055'THICK �11 3/8" 1s/16" -I SASH STILE CM4B507 ALUMINUM 6063-T5.050' THICK 2 3/8'• 2 3/16' FIN FRAME JAMB CM-18510 ALUMINUM 6063-T5.050'THICK RMSIONS DESCRIPTION REVISED ANCHOR SPACING h CHARTS REVISED GLASS 5/8" 1/8" ANN. fE MPIR D t1 /16 R.L. 62/1] 1 R.L. 3/32 ANN. .090 EVE BY KURARAY — 3/32" ANN, EXTERIOR II METAL REINFORCED BUTYL SPACER J INTERIOR 7 /2" BITE SILICONE SEALANT SETTING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC I SERIES 185 ALUMINUM SINGLE HUNG WINDOW I 36" X 84"— LMI COMPONENTS O RP.wN: DwU NO, N.G. 08-02545 B SCAE NTS -1E 12/09/2014 SHEET 11 OF 11 L. ROBERTOLOMAS R.E 1211412017 Luis R. Lomas P.E. FL No.: 62514 ►�o � - dAA CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS 220 West Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr _Tampa, FL33647 (813)480-3421 FLORIDA BUILDING CODE, C EDITION Issued Septemll, 25, 9 ERECEVED�'9 mitting I Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction. Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02.01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP315-02-01 ASTM D 6381 2008(2013)el PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) UL LLC (TST9628) 02NK9507 04NK24366 ASTM D 3161 ASTM D 3462 2016 2010A UL LLC (TST9628) OSNK28006 ASTM D 6381 2008(2013)el UL ASTMM D D 7158 2011 0 UL LLC (TST9628) 06NK03898 ASTM D 3161 ASTM D 3462 2016 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 Uj UL LLC (TST9628) 10CA50498 ASTM D 3462 ASTM D 3462 2010A 2010A UL LLC (TST9628) IOCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)el UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FLA8355:=,R`r^—� Page Of 11 This evaluation report is provided for State of Florida product approval-under-Rutet6l G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I CREEK TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite GlassSeal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shincles shall be used in the non-HVHZ only. Hentag _ _, 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Da II s,;Frteder ck� reinforced, laminated architectural asphalt shingle surfaced with mineral granules Jophli .P.fiillipsbu�g & complying with ASTM D 3462. usca(oosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage®.Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with - ASTM D 3462. Heritage® Vintage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161-, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 Of 11 This evaluation report is provided for State of Flonda product approval under Rule bi UZU-3. 1 he manufacturer snail notny URLLK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite GlassSeal® Basic Wind Speed (Vw): (Frederick, Joplin & Basic Wind Speed (V.m) Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. - 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. ).. Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed (V,n): (Dallas, Frederick, Joplin, Basic Wind Speed (Vnd): Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage® Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installationinstructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE BOND EXPOSU RE 6-6/8" 12-11211-+-12-3/8" --+- 12-1/21`�--1" Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern ZONE BOND 5-5/8° TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles M'CommonBond Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 I This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall ni Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this re This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes specifically addressed herein. 5 of 11 is valid. are not ®CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vvu): (Frederick) Basic Wind Speed (V.w): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 5° 12° -►i-11"-►� �-1° Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) L ZONFJ AMON BOND NAIL ZONE/ COMMONSOND SURE 5° 1.--1 a Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate (Frederick) 5-1/2" 1 Basic Wind Speed (V"n): Basic Wind Speed (Vase): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. ZONE! IMN BOND r`1T EXPOSURE Y ■A, 1"-q �- 11"—r�---12�/8"-- - 11" —' �-1" Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) 5• F! BOND 1"-1111 �9.1/2" 9.3/8"�►� 8 8.1l2" -4 104. Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (V a): (Phillipsburg) Basic Wind Speed (V„d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. tpo rbtd Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage 6 Nail Pattern FL18355-R4 8 of 11 Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product atttibutes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,a): (Frederick & Joplin) Basic Wind Speed (Ve,d): Deck (HVHZ): TBP15001.4 Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 Fastener <S,�n Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) FL18355-R4 exposure 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (Vmt): (Phillipsburg) Basic Wind Speed (V„a): Deck (HVHZ): Deck (Nan-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max.194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind n] exposure Figure 1 /I Fastener Figure 2 o" exposure rrgure s Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 11 This evaluation report is provided for State of Flonda product approval under Rule 61G20.3. The manufacturer shall notify GREEK Technical Services, LLC of any product changes or quality assurance changes throughout the,duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ® CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underiayment application. - 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tttiIIII %%%.. Rpro. r� C E N j* ��s 2017.09.25 No 74021 % ----:11:31:41 :0 STATE OF _04t0 0 r ;off O R t O P: �_Zachary R. Priest, P.E. Florida SS;ONq ��, OrganiationNo.Registration No. 1 ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor Wil acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor Wil acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.