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398 E. Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Smart Vent Products, Inc. "F1oodVent Model #1540-520" "Stacked F1oodVent Model #1540-521" "S'martVent Model #15.40-510" "Stacked SmartVent Model#1540-511" "Wood Wall Flood Model#1540-570" "Wood Wall Flood Overhead Door Model #1540-574" "FloodVent Overhead Door Model#1540-524" "SmartVent Overhead Door Model #1540-514" for Florida Product Approval FL# FL5822 Report No. 4694 5th Edition (2014) Florida Building Code Method: 2—B (Engineering Evaluation) Category: Structural Components Sub—Category: Products Introduced as a Result of New Technology Other Sub-Category: Ventilation Product: Automatic Foundation Flood Vents (AFFV) Material: Stainless Steel Product Dimensions: Foundation Dimensions-1 S 3/4"x 7 3/" Wood Wall Dimensions-14"x 8 %" Prepared For: Smart Vent Products, Inc. 430 Andbro Drive, Unit 1 `��v►""t���i,�� Pitman, NJ 08071 �•`�DES F O '�• Prepared by: ��:'�-� •��o 7 _ Hermes Norero, P.E. j Florida Professional Engineer#73778 Date: O1/30/2017 :�O �O DP•' 46— x" •,. • 2 Contents: ��ii �S•''•••••• G� �`�• Evaluation Report Pages 1—3 �� `S/ONAL E %%%*% Digitally signed by Hermes F.Norero,P.E. Hermts'WMI�o, P.E. Reason:I am approving this document Florida No.73778 Date:2017.02.15 17:52:02-05'00' BUILDING DROPS FL#: FL5822 Date: 01/30/2017 A Perfect Solution in Every Drop Report No: 4694 Certificate of Authorization:29578 Manufacturer: Smart Vent Products,Inc. Product Category: Structural Components Product Sub-Category: Other Other Sub-Category: Ventilation • Compliance Method: State Product Approval Rule(2)(b) Product Name: FloodVent Model#1540-520 Stacked FloodVent Model#1540-521 "SmartVent Model#1540-510 Stacked SmartVent Model#1540-511 Wood Wall Flood Model#1540-570 Wood Wall Flood Overhead Door Model#1540-574 FloodVent Overhead Door Model#1540-524 SmartVent Overhead Door Model#1540-514 Foundation Dimensions-15 31V x 7 Wood Wall Dimensions-14"x 8%" � Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Smart Vent Products,Inc. based on Rule Chapter No. 61G20-3.005, Method 2b of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes 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 5th Edition Florida Building Code. See Installation Instructions provided by Smart Vent Products, Inc.,verified by Hermes Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 51h Edition 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 Section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. Hermes Norero, P.E. Florida No.73778 Page 2 of 3 i i BUILDING DROPS FL#: FL5822 Date: 01/30/2017 A Perfect Solution in Every Drop Report No: 4694 Certificate of Authorization:29578 Limits of Use(cont.): 4. Site conditions that deviate from the details of the drawings require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions for size and design pressure limitations. r 6. Wall construction shall meet requirements of Section 1612 and Appendix G of the FBC as deemed technically relevant due to site conditions. Quality Assurance: The manufacturer has demonstrated compliance of ventilation products in accordance with the Florida Building Code and Rule 61G20-3 for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing,Inc. (FBC Organization#:QUA 1844) Performance Standards: The product described herein has been tested per: • ASTM E 330-02 • ASCE 24-05 • TAS 202-94 Code Compliance: The product described herein complies with 5th Edition FBC Section 1709.2 and the intent of 51h Edition FBC Section 1612.5(1)(1.2). Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization#TST1558) Report#:01-42966.01, Report Date: 11/15/02 Report#:38957.102-122-44, Report Date: 11/16/05 Report#:60619.01-122-47, Report Date: 11/16/05 Report#: 61877.01-122-44, Report Date:01/06/06 Report#:94135.01-109-18, Report Date:08/31/09 2. Product Testing performed by Blackwater Testing, Inc. (FBC Organization#TST10394) �I Report#: BT-SVP-16-001, Report Date:01/06/17 3. Quality Assurance Architectural Testing,Inc. (FBC Organization#:QUA 1844) 4. ICC Evaluation Service ESR-2074: Meets requirements of AC364 Reissued February 1,2017 Installation: Refer to Installation Instructions by Manufacturer for installation requirements. Design Pressure: - Desisn Pressures +100/-100 PSF Hermes Norero, P.E. Florida No.73778 Page 3 of 3 398 East Dania Beach Blvd. BUILDING DROPS Suite338 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 February 26,2015 TO: Mr.Mike Graham President Smart Vent Products,Inc. 430 Andbro Dr.Unit 1 Pitman,NJ 08071 i FROM: Hermes Norero,P.E. Building Drops,Inc. RE: PRODUCT NAME: FloodVent—Impact Requirements Dear Mr. Graham, The purpose of this letter is to evaluate the impact(wind-borne debris) requirements for your FloodVENT product,according to the Florida Building Code(FBC) 2010&5th Edition, International Building Code(IBC), International Residential Code(IRC),and ASCE 7 engineering standards. According to the FBC Section 1626.1(c),all parts of the building envelope protection shall meet impact test criteria except for vents in a garage with four or fewer cars. The size of the vent is not to exceed the minimum required design area by more than 25%. The typical FloodVENT opening size,as indicated by the manufacturer,is 15.25"x 5",or 0.53 square feet(sf). Typically two vents are installed per wall,which provides a total net open area of 1.06 sf per installation.The total net open area provided by the vents is regarded as insignificant such that the openings do not compromise the enclosure category of the structure. I An enclosed building is one defined as not partially enclosed and not open. An open building is defined as a building with each wall being at least 80%open. A garage with flood vents does not fall within the definition of an open building. A partially enclosed building is defined as a building that complies with both of the following: 1. The total area of openings in a wall that receives positive external pressure exceeds the sum of the areas of openings in the balance of the building envelope(walls and roof) by more than 10%. i 2. The total area of openings in a wall that receives positive external pressure exceeds 4 sf or 1%of the area of that wall,whichever is smaller, and the percentage of openings in the balance of the building envelope does not exceed 20 percent. Page 1 of 2 i 398 East Dania Beach Blvd. BUILDING DROPS Suite338 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 A standard garage wall is approximately 25 feet long by 8 feet tall. This equals an approximate wall area of 200 sf. The typical net open area for two flood vents,as described above, is 1.06 sf, which is less than 4 sf and less than 1%of the wall area. It can also be assumed that 1.06 sf does not exceed more than 10%of the remaining open areas of the garage. Therefore,a garage with flood vents cannot be considered a partially enclosed building. In my professional opinion,the flood vents manufactured by Smart Vent Products, Inc.do not require additional impact(wind-borne debris) protection devices to be placed over them so that they can continue functioning as flood vents. The vents do not increase the amount of openings in a wall or building such that the building classification changes from enclosed to partially enclosed. In addition,the 51h Edition FBC has specified applicable governing authorities to establish special flood hazard areas as per FEMA specification under 5th Edition FBC section 1612.3.This product has been evaluated,dependent to specific site conditions,to meet the minimum requirements of the National Flood Insurance Program (NFIP)flood plain management requirements(44 CFR) with respect to flood openings for enclosed areas for the purpose of equalizing hydrostatic pressure resulting from flooding.The product has been evaluated to conform to design principles noted in Section 2.6.2.2 of ASCE 24 for a maximum rate of rise and fall of 5.0 feet per hour by the ICC-ES under evaluation report ESR-2074.Thus,the product may be used in wall construction to comply with 51h Edition FBC Section 1612.5(1)(1.2). Please feel free to contact me should you have any questions regarding this evaluation. Best Regards, ` till I I III,,,/ DES F. O Digitally signed by Hermes F.Norero, P.E. 7 Reason:I am approving this document j Date:2015.02.2618:38:15-05'00' T T 141 O = O OP: <v �i T� .......... • Hermes Norero, P.E. �,,ONAI- E `�``�� I111110 % FL PE No.73778 I I Page 2 of 2 I I 6' BCIS Home I Log In User Registration Hot Topics I Submit Surcharge I Stats&Fads I Publications ,I FBC Staff I BCIS Site Map I Links I Search Florida a Product Approval IUSER:Public User Product Approval Menu>Product or Application Search>Application Llst>Application Detail FL# FL12334-R6 Application Type Revision ' Code Version 2014 Application Status Approved j *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified iby the POC and/or the CommissiorLif necessa Comments XNOMOM INTAM 0A Archived D'REJ��"�EQ s REVISE At0 ' �ten- Product Manufacturer Therma Tru Corporation Address/Phone/Email 118Industrial Drive i!,heOingIs only for general conformenceY.hit'. . Edgerton, OH 43517 the design concept of the proiect and genera (419)298-1740 -'bmpliance with the information 9wen in the rickw@rwbldgconsultants.gSMraci documents. Any action shown issuki ect to the requirements Of the plans and •3pebifications. Contractor is responsible for. Authorized Signature Vivian Wright Dimensions which shall•be confirmed and cor rickw@rwbldgconsultants.Q99tedat.thejob site;fbbricationprocesses an t echnigties.of construction;coordination or hi: r+ork with that of all other trades and the sati; Technical Representative factory performance of his work. Address/Phone/Email Team AMbReCture,►nt, Quality Assurance Representative :)ate 57 Z— 20 Address/Phone/Email '3Y W• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies P Compliance Method p Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan 1. King, P.E. �✓W Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 094 Equivalence of Product Standards (ti� Certified By Florida Licensed Professional Engineer or Architect "t FL12334 R6 Eauiv of Standards.pdf i I 0� Q Product Approval Method Method 1 Option A Date Submitted 03/10/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/13/2016 Date Revised 10/13/2016 Summary of Products FL# Model,Number or Name Description 12334.1 a. "ClassicCraft", "ClassicCraft "Impact" 8'0" Glazed Fiberglass Single Door utilizing Hoppe e Rustic", "FiberClassic" or Multi Point lock-Outswing configuration(X) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.1 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.1 for Design Pressure Ratings, any FL12334 R6 II INST 12334.1.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.1.pdf FL12334 R6 AE TT-PLASTICS.1.Ddf Created by Independent Third Party: Yes 12334.2 b. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Single Door with Sidelite Rustic", "FiberClassic"or utilizing Hoppe Multi Point lock-Outswing configuration (OX "SmoothStar"Series or XO) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.2 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.2 for Design Pressure Ratings,any FL12334 R6 II INST 12334.2.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.2.12df FL12334 R6 AE TT PLASTICS.1.Ddf Created by Independent Third Party: Yes 12334.3 c. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Single Door with Sidelites --- --- Rustic",,"FiberClassic" or utilizing Hoppe Multi Point lock- Outswing configuration "SmoothStar"Series (OXO) _ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.3 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.3 for Design Pressure Ratings,any FL12334 R6 II INST 12334.3.Ddf i additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.3.Ddf FL12334 R6 AE TT-PLASTICS.1.odf Created by Independent Third Party: Yes 12334.4 d. "ClassicCraft", "ClassicCraft "Impact" 8'0" Glazed Fiberglass Double Door utilizing Hoppe Rustic", "FiberClassic"or Multi Point lock-Outswing configuration (XX) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.4 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.4 for Design Pressure Ratings, any FL12334 R6 II INST 12334.4.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.4.pdf FL12334 R6 AE TT-PLASTICS.I.pdf Created by Independent Third Party: Yes i 12334.5 e. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Double Door with Sidelites Rustic", "FiberClassic" or utilizing Hoppe Multi Point lock-Outswing configuration "SmoothStar"Series (OXXO) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.5 NAMI CERT.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.5 for Design Pressure Ratings,any FL12334 R6 II INST 12334.5.0f additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.5.pdf FL12334 R6 AE TT PLASTICS.1.pdf Created by Independent Third Party: Yes 12334.6 f. "ClassicCraft", "ClassicCraft "Impact"8'0"Glazed Fiberglass Single Door- Outswing Rustic", "FiberClassic"or configuration(X) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.6 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.6 for Design Pressure Ratings, any FL12334 R6 II INST 12334.6.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.6.pdf FL12334 R6 AE TT-PLASTICS.1.pdf Created by Independent Third Party: Yes 12334.7 g. "ClassicCraft", "ClassicCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelite- Rustic", "FiberClassic" or Outswing configuration (OX or XO) "SmoothStar"Series Limits of Use Certification Agency Certilficate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.7 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.7 for Design Pressure Ratings, any FL12334 R6 II INST 12334.7.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.7.Ddf FL12334 R6 AE TT-PLASTICS.I.pdf Created_.by Independent Third Party: Yes 12334.8 h. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Single Door with Sidelites- Rustic", "FiberClassic" or Outswing configuration(OXO) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.8 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.8 for Design Pressure Ratings, any FL12334 R6 II INST 12334.8.odf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.8.Ddf FL12334 R6 AE TT-PLASTICS.1.Ddf Created by Independent Third Party: Yes 12334.9 i. "ClassicCraft", "ClassicCraft "Impact" 8'0"Glazed Fiberglass Double Door-Outswing Rustic","FiberClassic" or configuration(XX) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.9 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.9 for Design Pressure Ratings, any FL12334 R6 II INST 12334.9.odf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.9.pdf I FI 12334 R6 AE TT-PLASTICS.i.pdf Created by Independent Third Party: Yes 12334.10 j. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Double Door with Sidelites- Rustic","FiberClassic" or Outswing configuration(OXXO) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.10 NAMI CERT.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.10 for Design Pressure Ratings, any FL12334 R6 II INST 12334.10.odf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.10.odf + FL12334 R6 AE TT-PLASTICS.1.pdf Created by Independent Third Party: Yes 12334.11 k. "ClassicCraft", "ClassicCraft "Impact" 8'0"Glazed Fiberglass Single Door utilizing Hoppe Rustic", "FiberClassic" or Multi Point lock-Inswing configuration(X) "SmoothStar"Series s Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.11 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.11 for Design Pressure Ratings, any FL12334 R6 II INST 12334.11.pdf additional use-limitations, installation instructions.and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.11.odf FL12334 R6 AE TT PLASTICS.1.odf Created by Independent Third Party: Yes 12334.12 I. "ClassicCraft","ClassicCraft "Impact"8'0 Glazed Fiberglass Single Door with Sidelite Rustic", "FiberClassic" or utilizing Hoppe Multi Point lock-Inswing configuration(OX or "SmoothStar"Series XO) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.12 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.12 for Design Pressure Ratings, any FL12334 R6 II INST 12334.12.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.12.odf FL12334 R6 AE TT-PLASTICS.1.odf Created by Independent Third Party: Yes 12334.13 m. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Single Door with Sidelites Rustic", "FiberClassic"or utilizing Hoppe Multi Point lock-Inswing configuration(OXO) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.13 NAMI CERT.odf I( Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.13 for Design Pressure Ratings, any FL12334 R6 II INST 12334.13.odf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.13.pdf FL12334 R6 AE TT-PLASTICS.I.pdf Created by Independent Third Party: Yes 12334.14 n. "ClassicCraft", "ClassicCraft "Impact" 8'0" Glazed Fiberglass Double Door utilizing Hoppe Rustic", "FiberClassic"or Multi Point lock- Inswing configuration(XX) "SmoothStar"Series I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.14 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.14 for Design Pressure Ratings, any FL12334 R6 II INST 12334.14.odf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes Inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.14.pdf FL12334 R6 AE Tr-PLASTICS.1.rid f Created by Independent Third Party: Yes 12334.15 o. "ClassicCraft", "ClassicCraft "Impact" 8'0 Glazed Fiberglass Double Door with Sidelites Rustic", "FiberClassic"or utilizing Hoppe Multi Point lock-Inswing configuration "SmoothStar"Series (OXXO) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.15 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.15 for Design Pressure Ratings, any FL12334 R6 II INST 12334.15.pdf additional use limitations, installation instructions and Verified By: Lyndon F Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.15.pdf FL12334 R6 AE TT PLASTICS.1.Ddf Created by Independent Third Party: Yes 12334.16 p. "ClassicCraft", "ClassicCraft "Impact"8'0"Glazed Fiberglass Single Door-Inswing Rustic", "FiberClassic" or configuration(X) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.16 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.16 for Design Pressure Ratings, any FL12334 R6 II INST 12334.16.Ddf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.16.Ddf FL12334 R6 AE TT-PLASTICS.l.pdf Created by Independent Third Party: Yes 12334.17 q. "ClassicCraft", "ClassicCraft "Impact" 8'0 Glazed Fiberglass Single Door with Sidelite- Rustic", "FiberClassic"or Inswing configuration (OX or XO) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.17 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.17 for Design Pressure Ratings, any FL12334 R6 II INST 12334.17.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.17.odf FL12334 R6 AE TT-PLASTICS.1.odf Created by Independent Third Party: Yes 12334.18 r. "ClassicCraft", "ClassicCraft "Impact"8'0 Glazed Fiberglass Single Door with Sidelites- Rustic", "FiberClassic"or Inswing configuration (OXO) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.18 NAMI CERT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.18 for Design Pressure Ratings, any FL12334 R6 II INST 12334.18.pdf i additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.18.Ddf FL12334 R6 AE TT-PLASTICS.I.pdf Created by Independent Third Party: Yes I ' 12334.19 s. "ClassicCraft", "ClassicCraft "Impact"8'0" Glazed Fiberglass Double Door-Inswing Rustic", "FiberClassic" or configuration (XX) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.19 NAMI CERT.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.19 for Design Pressure Ratings, any FL12334 R6 II INST 12334.19.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes I product particulars. (Note-ASTM E1300-04 utilized for areas Evaluation Reports inside the HVHZ) FL12334 R6 AE EVAL 12334.19.pdf FL12334 R6 AE TT-PLASTICS.1.pdf Created by Independent Third Party: Yes 12334.20 t.."ClassicCraft", "ClassicCraft "Impact" 8'0 Glazed Fiberglass Double Door with Sidelites- Rustic", "FiberClassic"or Inswing configuration(OXXO) "SmoothStar"Series Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12334 R6 C CAC 12334.20 NAMI CERT,Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other:See INST 12334.20 for Design Pressure Ratings, any FL12334 R6 II INST 12334.20.Ddf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note-ASTM E1300-04 utilized for areas Created by Independent Third Party: Yes inside the HVHZ) Evaluation Reports FL12334 R6 AE EVAL 12334.20.Ddf FL12334 R6 AE TT-PLASTICS.1.odf Created by Independent Third Party: Yes I • i Back Pdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO 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 f 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 dick here. Product Approval Accepts: Ecfreck M Credit Card Safe - I i i i i :.. ..........1. THERMA I�TRU' .���•� m THERMA TRU DOORS =U_. 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 I''�.• \\\ J SEE 37.75'MAX. i,�� '''•.......• ``\\ w i4 SMOOTH STAR, FIBER CLASSIC, OA.FRAME WIDTH /,I�IIIL1 N`°= CLASSIC CRAFT & CLASSIC CRAFT RUSTIC 36.Oa'MAx. EW =m o PANEL WIDTH toa. 0 9 . C m FIBERGLASS GLAZED DOOR a�a M L N m a:a m OUTS WING E Va r9MPAcr, / GENERAL NOTES Z 0o Wo O OJ �W 1. This product anchoring drawing has been developed in compliance with the 5th Edition(2014)Florida z Building Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ).See the Certification Agency m � Certificate for sizes,specifications and ratings. w s w w 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material z �8 ' shall be beyond wall dressing or stucco. o a ve', ti X ' 3. When used in the"HVHT'thh product complies with Section 1626 of the FBC and does not require an ` a impact resistant covering. 4. When used in areas outside of the"HVHT'requidng wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile o // 0 � level"D'and includes Wind Zone 4 as defined in A$TM E 1996 and Section 1609.1.2.2 of the FBC. �� o a�o 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. w o U 6• Site conditions that deviate from the details of this drawing require further engineering analysis by a N licensed engineer or registered architect. v 7. Outswing configurations using coastal sill item#31 meet water infiltration requirements for"HVHT'. O�U QIWi!VWI 8. Outswing configurations using sill items#15,#18% do not meet the wafer infiltration requirements forIx a u the'1iVHT and shall be installed only in non-habitable areas or at habitable locations protected by an a overhang or canopy such that the angle between the edge of canopy or overhang to sill N less than 45 W a degrees. o e rn Q TABLE OF CONTENTS n N^z o SHEET# DESCRIPTION SHEET# DESCRIPTION 1 Typical elevations,design pressure&general notes 6 Horizontal cross sections ClVEItAt! GEStGNPAES3tfRE(PSF) °Ate 2/26/09 i 2 Door panel details&glaring details(Smooth Star) 7 Vertical cross sections SW/Nra FRAME scAiE N.T.S. 9 2 3 Door panel details(Fiber Classic) 8 Buck and frame anchoring OIMENS10N P,OSITIYE NEGAT71lE, owc.ar: JK m' 4 Door panel detaFs(Classic Craft) 9 Components CHx.BY. LFS 3 €d 5 Door panel details(Classic Craft Rustic) 10 Bill of materials OLITSWING 37.75"x 97.17" +55.0 -55.0 DRAWIN5 NO.-- FL—12334.1 °o i7 SHEET 1 OF 1O 24.58"MAX. 39 4 3 2 39 48 \.\` '�/, D.L.O. 47 p ��� _ Q� N 2 INTERIOR �':,Tl� / 46nn�N xis % � 9 zA a 35 0. E 0 w O 49 35 ''^' \ + 8L 9 a EXTERIOR Gl 1 46 49 VN H m 4a 0.(i 39 LL 0 �' HORIZONTAL CROSS SEC17ON o Z c v 2 w z o c�¢ d 4.02' �j !3� �I54"�{ ff J w as DETa ILA-A G1 �I o C3 a a DOOR PANEL 44 NINGE STILE 46 TOP RAIL 45 BOITOM RAIIL ,� LOCK STIIE 4o Smomthstar EXTERIOR INTERIOR m o: (TYP.) GLASS BITE N Y o CELLULAR GL w u o Q GAPE I/8"TEMPERED I GLASS o EXTERIOR 1,n} o AIR SPACE 49 �ww $ 5/37'ANNEALED a C GLASS o i m 7'DIA.MAX. 0.090"SAFLEX®PVB q INTERLAYERo 46 0 o � L 0 0 0 2 1/8"ANNEALED ? '••" °'n n Z INTERIOR GLASS DOW 995 SWIGGLE GLAZING m SPACER 45 35 a.TE: 2126109 = 39 2REA MAX.EN GLAZING DEIAII s N.T.S. m e AREA MA Gf M.BY: JK m DETAIL A-A CHK.BY: LFS / 3 Panel reinforcement 2 \VER17CAL CROSS SECTION muwmc No.: P 2 FL-12334.1 °o BHo r 2 OF 10 R.Naients\Theme Tm PERMANENT\Florida Product Appro ls\FL-12334\Drvwings\Cu=nAg-U334.1.Sidm.A-3 79.63-MAX.D.L.O. P 90 0 rL 0 0 0 sa ii 31� ca CD 0 0 0 0 0 0 0— mm §i A0 T � � n A 75 c^ 0 .17" m m 0 (n m PC ;go n n m 0 % No.0.3109 PRODUCT: Doaamsrft Prepared THERMA-TRIJ Lyndon F. Schmidt ....... UPDATE TO 5TH ED. 12014) FBC LFS FIBERGLASS GLAZED DOOR P.E. No. 4,3409 1,611111% r- y rn 2 J 6 12 REVISE TO CERT. MARK METHOD LFS PART OR ASSEMBLY., BUILDING CONSULTANTS. INC. to JK 6k, P.O. Box 230, Voldco, FL 33595 NO DATE BY DOFR PA Phone No.: 813.659.9197 'o REVISE CLASSIC CRAFT DOOR FIB PANEL DETAILS REVISIONS ER CLASSIC) FSPE C.4. No. 9813 0 Z009 R.W.9Uj4DING CONBULTANTD INC. i I R�oient Therms Tm PERMANE orida PmductA meals FL-123 Drawin s Curte FL-12334.1-5. A-0 N 79.63'MAX.D.L.O. -{ o a I O 0 pppQpppQ � `\' A N 1= n o I a D �� 0 za s o Ly o 3D 0 O CID I = I O Oa XV s �a 0.91" 0 a+ 1T {+^ ^ O A H y ` n 1.49`+{ Z N w0.81" - Z s m M A T;= i � I a A N FFtt11 � T A p N 101. N �o O In C•1. - H rA I C 4 02 o' Zt°it �"^ I0 CIO `�- V,.•'yeeia�•;�• N / No.434M q*% Z 9�r �s x P PRODUCT: D—.'d*Prepared W. I N FIBERGLASS GLAZED DOOR E,d Na F. Schmidt �i��, '.!2Oiad.THER ```��� IA N P Z N 3 M11-, STN ED. 2014 FBC LFS1 REVISE CLASSCT. MARK CRAFT OOROD LFS PART OR ASSEMBLY: F.O. Box 230LDING SVal CONSULTANTS. FL 33595 I� fO NO DATE BY DOQR PANEL DETAILS VU phone No.: 873.659.9197 REVISIONS (CLASSIC CRAFT) FBPE C.A. No. 9813 02009 R.W.BYILDIND CONBI 1-1—e INC. I I. i 0.10ielrts\Thertna hu PBiMANENf\Flodda Product Applovals\FL-12334\Drawings\Current\FL-12334.1-5.dwg,A-6 I �Z a ° rn v ' x, D' G' zN n ryf V I V r =� v O n W \\ v y `ny T p O V G en V A Q Z' O CO. M M ;a IM M O .L a I M O O X rn O o.W O �x Do r fp a - _ X y C O c v n 'o a8 TT^ n Z ° Inn ° IA rn g a a N O V Co. x O O Q I N N O' y 0 n ZC r V A 1 p I y ,v R1 O ' n O 2 ' O r I . - • a' o' ' . m .o. v Q `Q ��T11 ``111\1111111/111'' No.43609 li" g P PRODUCT: DoeumviN Pr•pered W. rq THERMA TRU Lyndon F. Schmidt ��i .!201ED�:� IDS I o 3 2 06 15 UPDATE TO STH ED. 2014 F8C LFS FIBERGLASS GLAZED DOOR P.E No. 43409 1� �. ���� - - m 1/1111111 W y 2 a 3 6 12 REVISE TO CERT. MARK METHOD Ifs PART OR ASSEMBLY: J l/ BUILDING CONSULTANTS, INC. in�p 1 3 9 11 REVISE CLASSIC CRAFT DOOR JK ��/ P.O. Box 230. Valrioo, P-33595 I� rD NO DATE BY HORIZONTAL vv Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C-JL No. 9813 02009 R.W.BUII —CON.ULT -INC. I • 1 co a. � • �• •..a: E ° .e.' /11�1111 z0mi a x iO1 B zo wt S�ti 5600 C Y �4 m0:f9! c V � oz 5 50 60 0 60 a 40 70 19 40 70 � 7 0 L TCL: 8 o z 7 L Z Lou o INTERIOR EXTERIOR 8 w EXTERIOR INTERIOR EXTERIOR INTERIOR " m " wy N o 1 VERTICAL CROSS SECTION 50 60 2 VERflCAL CROSS SECTION 0 ] Shown w/1X sUb buck ? m a 7 40 70 15 SI a a m A ti O p. 0 EXTERIOR INTERIOR o >. ,. 3113 NY u) EXTERIOR INTERIOR 37 " . p. 50 60 ✓' o 50 60 1g - - - - Z� 40 70 h U N 40 70 _ 5 VERTICAL CROSS SECDON :2 1 E iy 7 Outswing configuration w w ry m see general notes,sheet 1 a y for' HT'waterinfiltration $ o requirements p F :D c b • ... n P '. n pe. e L. '..� ^ D'a :. � >� ��h 0 � Z h N^Z U 0 w>E: 2 26/09 b sau.e: N.T.S. 4 VERTICAL CROSS SECTION owc - dK m TVERTICAI CROSS SECflON 7outswing contguration Ouiswing configuration see general notes.sheet 1 cHx,ar: LFS see general notes,sheet 1 for"HVHT wafer infiltration oruvnno eo,: f requirements FL-12334.1 a for 0 requirements SHEET 7 of 10 14 d d \\�, ........... 00 �14 ^OO Z4Jn MASONRY p TYP.HEAD — — ° TYP.HEAD h v i C Z &JAMBS TYP.HEAD &JAMBS E W 9 m i w OPENING &JAMB$ 1X o o a g �Rr BUCK to BUCK v4 oZ O" En?z �o at d U �. c z 2X BUCK MASONRY F d MASONRY F v o rwy _ OPENING — pA p — OPENING � j¢ N CO TYP.SILL ; TYP.SILL 2 cr SEE HINGE 28 I DETAIL 6" f�—N. U� BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB FRAME ANCHORING o 2X iXMASONRY o o CONCRETEANCHOR NOTES: Ix BUCK G Ix BUCK G 27 o 1.Concrete anchor locations at the comers may be adjusted to maintain the min. g N edge distance to mortar joints. 2x BUCK K 2x BUCK K U X 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o maintain the min.edge distance to mortar joints,additional concrete anchors w w may be required to ensure the MAX.ON CENTER"dimension are not exceeded. o in $ 3. Concrete anchor table: TONGUE STRIKE DETAIL LATCN d DEADBOLTSTR/KE DETAIL _ w NZ ;;:: /VIINa;CI IIANCE;:Alffi•'��i+1:RJ .ci;;>ANCHOR:is.'•>:?: M(At:::;';:::•:::.-::.....,,.......................::•:::::::::......:::.;...;...,............:::.:;;..TQ;MAS<7tYRWK9;;;g:TOADl1ACEELL:;.:;. 9i:t;Sli'i :;;J MNtfMr 1V1'i`;:•:;;::•;:;c>:: ::,..!;;:;ca:•;:'•;:::>:;::;::..::.:::,.:.:•>i:<>;:; 10........... ..:.... . ` 1O2 ..................................1TW TAPON® 1/4" 1-1/4" - 2" 4" ` H n o0 Dire: 2 26 09 i ULTRA ON® 1/4" 1.1/4" 1" 4" 10 10 10 10 Scut: N.T.S. 2 1TW ® 3/16" 1-1/4" 3" 1.1/2" 10 ;;r-ar: JK m' ~ TAP ON DHK Dr: LFS WOOD SCREW INSTALLATION NOTES: HINGE DETAIL HINGE DETAIL H DRAMNG NO.: 1.Maintain a minimum 518"edge distance,i"end distance,&I"o.c.spacing of 2X BUCK 1 X BUCK FL-12334.1 n wood screws to prevent the splitting of wood. SHEET 8 or 10 — — R'\Clients\Therms Tru PEItMANENi\Flodda Product ApprovaLs\FL-32334\Drawings\Cunent\FL-123341-S.dwg,A-9 � O I N y z I os C � W A 0. pat = C ~ o 3a O to m 0 0 o ' � � I m F� 1.7" z z z ' D I D N m O 10.09 [yGm7 g m co o ` A N I • N N ,le N zv w; m D C rjt 0 0 �� � Z 'n oIzz Q o o� ox o ``gtuuugrr , c ............l ¢ f Q PRODUCT, D—ent.Pr•paree BY•�� iS " THERMA 7RU Lyndon F. Schmidt �i� •••'•. •••• I� N o Z N 3 2 05 15 UPDATE TO 5TH ED. 2014 FBC LFS FIBERGLASS GLAZED DOOR P.E. No. 43409 �/rrrr�rrr�•,•. t, ��� v in p 2 REVISE TO 1 3 9 11 REVISE CLASSCRAFT DOOR MARK OD LFS PART OR ASSEMBLY: �C�AI BUILDING0. Box 230, Voldcoo, FL 33595 Io `O NO DATE BY COMPONENTS ��//��// Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 02009 R.W.BUILDING CONDULTANTB INC. I I • BILL OF MATERIALS ��%% BILL OF MATERIALS ` .. ............. ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL 01 A 1 X BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS ��• •••• L ci B 2X BUCK SG>=0.55 WOOD 51 FIBER CLASSIC DOOR SKIN 0.065'MINIMUM THK.FIBERGLASS FIBERGLASS =V * c= C MAX.1/4"SHIM SPACE 52 TOP RAIL COMP. %0: $ � m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD 'do. ��` g MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI 55 BOTTOM RAIL COMP. ���.•� E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 57 LOCK STILE LVL/WOOD p""jt 11s ���� o n°co z° F 1/4"X 1-3/4"PFH TTW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL w/STEEL REINFORCEMENT CLASSIC CRAFT) FIBERGLASS (1 "w•` G 3/16"X 3 1/4"PFH fTW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN 0.065"MINIMUM THK.FIBERGLASS FIBERGLASS z A o H 1/4"X 3-1/4"PFH TTW CONCRETE SCREW STEEL 62 TOP RAIL COMP. P r 9 0`o a. J 1/4"X 33/4"PFH ELCO OR TTW CONCRETE SCREW STEEL 64 HINGE STILE WOOD N a L m d a 9! K #8 X 2-1/2'PFH WOOD SCREW STEEL 65 BOTTOM RAIL COMP. Lc o L #10 X 2-1 2'PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD gg C z 1 EXTERIOR LITE FRAME ALUM. 70 FIBERGLASS DOOR PANEL w/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC) FIBERGLASS S : 2 INTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN 0.065'MINIMUM THK.FIBERGLASS FIBERGLASS 3 LITE FRAME TRIM PVC 72 TOP RAIL COMP. 4 #10 X 1-1/2'PFH SM SCREW STEEL 75 BOTTOM RAIL COMP. o 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 77 HINGE AND LOCK STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM Z W ct: 9 4"X 4"HINGE.097'THK. STEEL C7 J 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL m 15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL,FULL SUBSTRATE ALUM./COMP. 18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./COMP. o m c 19 HEADER JAMB SG>=0.42 WOOD o 0 20 SIDE JAMB SG>=0.42 WOOD 4.56" 5.83' a a 22 13 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE STEEL 2.37" 27 LATCH STRIKE PLATE STEEL ~I �'�'Z41 m 28 TONGUE STRIKE PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM.COMP. n' '��• m o E_ 32 DOOR BOTTOM SWEEP PVC C5 Fes—2.36" 35 7/16"X 1/2'STAPLE STEEL t— f S 37 THRESHOLD OUTSWING ALUM./COMP. 19 20 Jlamb d SIDE a O N OUTSWING THRESHOLD as 39 PANEL REINFORCEMENT 0.023"THK. STEEL IS Composite sill Z' c> o 40 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT(SMOOTH STAR) FIBERGLASS Full substrata m 21 44 HINGE STILE COMP. 'g 45 BOTTOM RAIL COMP. R d �' 46 INSULATING FOAM CORE POLYURETHANE a 47 LOCK STILE LVL/WOOD Z 48 TOP RAIL COMP. g1 49 ISMOOTHSTAR DOOR SKIN 0.065'MINIMUM THK.FIBERGLASS FIBERGLASS W 4.56" o ¢ 3 NOTE:WOODAVLCOMPONENTS: PINE(SG>=0.42) 236" N n n o u c 5.75" 4.56" n w z 2.36" 2.36" { DATE 2126109 I o � sue: N.T.S. 2 :M.BY. X a F m CHK.BY: LFS ; OL1iSWING THRESHOLD OLRSWING THRESHOLD o amNc NO.: rc 18 ��OUTSIN NG THRESHOLD 37 FL-12334.1 m With thermal break sill c 0 SHEET 10 OF 10 OF PRODUCT CERTIFICATION Q GER774F7Cq Company: Therma-Tru Corporation Certification No.: NI010993-R3 f�• `'yp 118 Industrial Drive Certification Date: 03/08/2012 Edgerton,OH 43517 Expiration Date: 03/31/2026 A` +► w Revision Date: 03/08/2016 Product: "Tru Defense" Impact Glazed Fiberglass Doors w/and w/o Impact Glazed Sidelites EDP. Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water -Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments XX I/S Glazed 693"x 892" +501-55 0.00 psf Yes TEL 01460105.1 Max Panel Size:3'0"x 8'0"/Max DLO:1'9"x 67' Double Glazing:IG-1/8"Tempered Glass/5/32"Annealed Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass w/Multipoint Hardware ualifies Confi rations: X/XX XX O/S Glazed 613"x 87199 +551-55 9.75 psf Yes TEL 01460105.1 Max Panel Size:3'0"x 8'0"/Max DLO:1'9"x 67' Double Glazing:IG-1/8"Tempered Glass/5/32"Annealed Glass/0.090" Solutia PVB Interlayer/1/8"Annealed Glass w/Multipoinl Hardware Qualifies Configurations: X/XX OXO I/S Glazed 998"x 892" +501-55 0.0 psf Yes TEL 01460105.1 Max Panel Size:3'0"x 8'0"/Max DLO:1'9"x 67' Single w/Sidelites Glazing:IG-1/8"Tempered Glass/5/32"Annealed Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass w/Multipoint Hardware Qualifies Confi rations: O/X/XO/OX/OXO OXO- O/S Glazed 9W3 x 89119 +551-55 9.75 psf Yes TEL 01460105.1 Max Panel Size:3'0"x 8'0"/Max DLO:1'9"x 67' Single w/Sldelltes ' Glazing:IG-1/8"Tempered Glass/5/32"Annealed Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass w/Multipoint Hardware Qualifies Confi ations: O/X/XO/OX/OXO OXXO I/S Glazed 12'11"x +50/-55 0.0 psf Yes TEL 01460105.1 Max Panel Size:3'0"x 8'0"/Max DLO:1'9"x 67' Double w/Sidelites 892" Glazing:IG-1/8"Tempered Glass/5/32"Annealed Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass w/Multipoint Hardware Qualifies Confi rations: Xfxxfxx0/Oxx/OXXO OXXO O/S Glazed 12'11"x +551-55 9.75 psf Yes TEL 01460105.1 Max Panel Size:3'0"x 8'0"/Max DLO:1'9"x 67' Double w/Sidelites 89199 Glazing:IG-1/8"Tempered Glass/5/32"Annealed Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass w/Multipoint Hardware Qualifies Confi urations: X/XX/XXO/OXX/OXXO National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: J R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry I P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Plastics Testing Summary rffo.: TT-PLASTICS.] I I 1 15 ' ! Manufacturer Plastic Materials Testing I Therma-Tru Corporation Polyurethane Foam Core 118 Industrial Drive Fiberglass Door Skin(SMC) Edgerton,OH 43517 Lite Frames(SMC,BTS,PVC) Phone 419.298.1740 Scope. Plastics testing peformed for Therma-Tru Corporation: Material Test Report No. Test Standard Testing Laboratory Signed by Polyurethane Foam Core ATI 67508.01-105-18 ASTM D 1929-96(2000)e01 Architectural Testing Lab. Joseph A.Reed,P.E. I Polyurethane Foam Core 15427-107362 ASTM E 84-00a Omega Point Lab. John W.Dougherty,P.E. Fiberglass Door Skin(SMC) TEL 01460336-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460336-B ASTM D 1929-96(2001)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460336-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. BTS Lite Frame TEL 01460337-A ASTM D 635-03 Testing Evaluation Lab. . Lyndon F.Schmidt,P.E. TEL 01460337-13 ASTM D 1929-96(2001)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460337-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. i SMC Lite Frame TEL 01460338-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460338-B ASTM D 1929-96(2001)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460338-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. • PVC Lite Frame TEL 01460339-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460339-B ASTM D 1929-96(2001)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460339-C ASTM D 2843-99(2004)e01 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. Exposed Plastics ETC-01-741-1 1 075.0 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. (BTS,SMC,PVC) ETC-01-741-11076.2 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. ETC-01-741-1 0921.0 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. STTS00001 ASTM G 26-95 Sub-Tropical Testing Lon Hicks,V.P. STTS 99-0513.01 ASTM G 7-97(5 yr.exposure) Sub-Tropical Testing Lon Hicks,V.P. I Eguiyalencv of Standards Test Standards Used 5th Edition(2014)FBC Referenced Standards ASTM E 84-00a ASTM E 84-09 ASTM D 635-03 ASTM D 635-06 ASTM D 63B-96 ASTM D 638-03 ASTM G 26-95 ASTM G 155-05a ASTM D 1929-96(2000)e01 ASTM D 1929-96(2001)e01 The products referenced above have been tested to the standards listed. It has been determined by Lyndon F.Schmidt,P.E.and RW Building Consultants,Inc.that the tested standards are equivalent to the referenced test standards as adopted by the 5th Edition(2014)Florida Building Code. e Nw 43 uj a va r ll n I r�... n �s�.c• F.Schmidt,P:E. FL PE No.43409 1/27/2015 Sheet 1 of 1 ' u' ryry J ''•�a�4�ivV UY��' y NO EXCEPTION TAWA o M,._�ED 4ORRb8118 '!REJECTED NOT O REVISE N0 tSUBMIT U M IT SPECIRED• IESUBMT MIAMI•DADE MIAMI-DADE COUNTY �+�+ lieeking is only tar gene0al conformance witPRODUCT CONTROL SECTION :lie design concept of the project and genera 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND Rt4 8i(Ialiiven in the Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION D ocuments: ny action shown is sutp(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANC _ . N iiss.uCon ractor s responsible for; www.miamidade.eov/economy 'elatedatthe job site;fdbrication processes an DAB Door Company,Inc. Iechniques�..construction;coordination o.hi.., 12195 NW 981b Avenue #,ork with that of all other trades and the satii factory performance of his work. Hialeah Gardens,FL 33018 Team Architecture,"Ins, SCOPE: g_Z_ 2ot� This NOA is being issued under the applica;WTubes an regulat� ip- govg ng the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas w urisdiction(AHJ). This NOA shall not be valid after the expiration aa*te'state a ow. a iami- a b County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of j such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2"Wide w/ Window Lite Option(DP+56.0,-64.0 PSF) APPROVAL DOCUMENT:Drawing No.00-18,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 08/24/2000,with last revision I dated 03/09/2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA 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 NOA renews NOA#14-0814.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. 0'. o.cMIAMI•DADECOUNIY Expiration Date:February2020 •� � Approval Date:April 23,2015 Page 1 4t oil Vic, DAB Door Comuanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j A. DRAWINGS 1. Drawing No.00-18,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated 08/24/2000,with last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA #09-0128.03" 1. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering&Testing,Inc.,dated 12/23/2008,signed and sealed by Candido F. Font,P.E. I "Submitted under NOA#08-1106.OS" 2. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F.Font, P.E. "Submitted under NOA#00-1121.01" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC, TAS 202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 00-903,dated 08/11/2000,signed and sealed by Hector M. Medina,P.E. 4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&Testing,Inc.,Report No.HETI 00-904,dated 08/17/2000,signed and sealed by Hector M.Medina,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel ' panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. "Submitted tinder NOA#03-0210.04" i C. CALCULATIONS "Submitted under NOA#14-0814.05" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12119/2008,signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA#09-0128.03" 04- I pio1 y Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0304.02 Expiration Date:February 22,2020 Approval Date:April 23,2015 1;-1 DAB Door Comnanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS j 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using.Xenon Arc Light Apparatus Test per ASTM Gl 55 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No. HE,TI 04-A002,dated 09/27/2004, signed and sealed by Rafael E.Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. * - 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS "Submitted under NOA #14-0814.05" 1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0304.02 Expiration Date:February 22,2020 Approval Date:April 23,2015 E-2 7-1/2°X 2-1/4"X 18 GA TOP FIXTURE 5-1/2'X 2-3/4'X 0.1" O OPTIONAL DOOR VIEWER GALV.STEEL CENTER HINGE �� STEEL PLATE WITH ONE 5/16-18 MS W/NUT W/(4) 914 X 5/8"SMS i �� 'FASTENED TO END STILE WITH TO BE INSTALLED AT O ANY CENTER STILE I WITHOUT DELRON SLEEVE(STD.) � 00 1 (8) R14 X 3/4"SELF DRILLING SCREWS ppoo 00 0 7-1/2"X 3"X.071'GALV.STEEL j I CENTER STILES - A Z �+ END ROLLER HINGE 1 0 0 SEE SCH. 'A' r Y G c7 W/(6) 014 X 5/8"SMS• 1- H WITHOUT DELRON SLEEVE(STD, WITH DELRON SLEEVE (OPTIONAL; 7-1/2' X 2-1/4"X .071" �� N O CALV. STEEL CENTER HINGE LOCK _ _ CL C W/(4) #14 X 5/8"SMS 2/DOOR O WITH DELRON SLEEVE(OPTIONAL) _ CENTER HINGE i 1 15/ts,W X .15 THK. LATCH - I + S2 a0 0 1 SFANDARD LOCK ��` B i ••-• - -• •- fY 3 6 1 SPRING LOADED SLIDE BOLT (BOTH SIDES) - o IL Z FASTENED W/ (4) #14 X 1/2'S.M.S. �� 11 5/8"MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOOR 4� I 7 X 7 GALV.AIRCRAFT TYPE CABLE& NICO-PRESS SLEEVE W/MIN. 5 TO 1 SAFETY FACTOR - 0 7"X3'X 12 GA STEEL PLATE _ WITH (4) #14 X 3/4' L1 M I SELF DRILLING SCREWS o o --- — M171 in 1 C4 O Q Ti CJ a BRACKET BRACKET i' Z N STD. LIFT DOOR LOW HEADROOM -- O 4Zi fD TOTAL d OF DOOR OPTION OPTIONAL VENT °i O DOOR 'lf BARS AT (3) 5°WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE Of 0 � e HEIGHT CONS OF EACH DOOR 7-7/8"X 3-1/8"X .010' OPENING AREA NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN L•..A O 0 3 ,� 6'-6"2 SECTIONS -1 2 SECTIONS 21' STEEL PLATE _ -120 SO. IN. ' _ MAX. DOOR WIDTH _ _, _ U O0 Z N 6'-9' 1 SECTION 18' 3 SECTIONS 21" B WITH (4) y14 X 3/4'SDS - 16'-2° -'- In V) n 7' 4 SECTIONS 21'- DAD DOORS INC. 7'-8'5 SECTIONS 18"- INSIDE ELECTION Hurricane Moster®Model 824/811 7'-9'4 SECTIONS 18"1 SECTION 21' CENTER STILE O _ '.e'• 3 SECTIONS 18'2 SECTIONS 21' 10. OUTSIDE RAISED PANEL EMBOSSED DOOR With Window x. Size LiteOpton-O" High - B'-J'2 SECTIONS 18'3 SECTIONS 21' HANDLE END STILE - - 8'-6-1 SECTION 18- 4 SECTIONS 21' q14 X 3/4"SELF oRlLurlc scREws MAY BE usED .`'DESIGN-PRESSURE-RATING m + 56.0 PSF W-v S SECTIONS 21'- IN LIEU OF#14 X 5/8'SMS - 64.0 PSF W B SECTIONS 18"- _ - --- _ _ _ `� �1 N 9'-3-5 SECTIONS 18"1 SECTION 21' LOCK BAR GUIDES _ 9'-6'4 SECTIONS 18'2 SECTIONS 21' a INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILEIMPACT GENERAL NOTES '' n_ 8'-9-3 SECTIONS IS-3 SECTIONS 21" 12 WITH(4) #14 X 5/8"SMS o S €€ 10' 2 SECTIONS 18"4 SECTIONS 21" 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE R 3 K ig SECTION IS' 5 SECTIONS 21' AST X 6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) jj 3 10'-B"B SECTIONS 21'- ENGAGES IN TRACK CENTER STILES SCHEDULE'A' INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). H C7 10'-9'6 SECTIONS 18"1 SECTION 21' ON EACH SIDE OF D00 CENTER STILES CONFIGURATION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 01 u z i i I V 5 SECTIONS 18-2 SECTIONS 21' DOOR WIOTIiS d OF CENTER STILES ANCHOR EMBEDMENT TO BASE MATERIAL SHALL.BE BEYOND WALL 1 V-3'4 SECTIONS 18'3 SECTIONS 21' OUTSIDE KEYED LOCK ® I® ® DRESSING OR STUCCO. 1V-B"3 SECTIONS IS'4 SECTIONS 2I' 14 II --�I B'-0'TO e'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL ^ a 11'-9"2 SECTIONS 18"5 SECTIONS 21° OPTION� 10'-0'TO 1I'-10" 2 - 12' 1 SECTIONS 18"6 SECTIONS 2V LOCK BAR LOCKING SHOWN I 12'-0'TO I3'-10' J 4. THESE DETAILS ARE NOTANCHORING OR INP CONDITIONSART TII5APPROVAL THAN THOSE SHOWN IN oF. 12'-3-7 SECTIONS 21"- ALTERNATE TO W-O"TO 9'-10" 14--0-TO 15'-10" _ 4 - •g $_ 12'-6-6 SECTIONS 18'2 SECTIONS 21' SPRING LOADED SLIDE BOLT DOOR WIDTHS 15'-11'TO 18'-10 5 5. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. m 12'-9'S SECTIONS 18'J SECTIONS 21' LOCKS SHOWN ABOVE DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA iJ' 4 SECTIONS 18'4 SECTIONS 21' MC ® � -„ ® � F- F91 BUILDING CODF TAS-202,TAS-201 &TAS-203 FOR HVHZ AND 13'-3'3 SECTIONS 18"5 SECTIONS 21" 16 ASTN E1—EAg JAVSTM LA IMAD09.19-8'2 SECTIONS IS-6 SECTIONS 21" IT ri EAgr.JAA PRODlIFRPF7481 ED,13'-9°1 SECTION 16" 7 SECTIONS 21" FULA14' 8 SECTIONS 21'- �10_0"To 11'-10' 14'-0"TO cu1.7 6 g„LL�roO° a , 6 SECTIONS 18-3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS S lV0 8 5 14'-8'S SECTIONS IW 4 SECTIONS 21- 14'-9'4 SECTIONS 18"5 SECTIONS 21' 15' 3 SECTIONS 18'6 SECTIONS 21" 18 ® +1 ® ICI I ®® ICI ® p BY drawing no. IS'-3'2 SECTIONS 1B'7 SECTIONS 21' ----- - ZO15 MI"11 RO�"a�0i"� oo_1 8 15'-8"1 SECTION 121 8 SECTIONS 21" -- '-9'9 -- 15 SECTIONS 21"- I __ 12'-0'TO 13'-10" _ _ f�15'-11"16' 6 SECTIONS 18'14 SECTIONS 21" 20 F� DOOR WIDTHS DOOR WIDTHS sheet 1 Of 5 m 24 GA.-STEEL PANEL �� a 16 GA.X 2-1/4"X 2"GALV.STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL - Z TRUSS FASTENED TO VERTICAL INTERMEDIATE {s0 STILES W/TWO A 14 X 5/8"S.M.S. ® O k !� AND TO END STILE P ®W/FOUR 14 X 3/4'SELF DRILLING S. _ ® ® FLAPS BENT OVER PANEL• i IL 1/2"PUNCHED HOLES_/I 0 4"D.C. I IL f72EINFORCING TRU55 0 BOTTOM OFPANEL 16 GA.X 2-1 4"X 2"GALV.STEEL U.BAR d TRUSS FASTENED TO VERTICAL INTERMEDIATE - REINFORCING TRUSS _ _ 41 0 STILES W/TWO B 14 X 5/8'S.M.S. TRUSS FASTENED TO VERTICAL INTERMEDIATE {�.Z AND TO END STILE STILES W/TWO# 14 X 5/8-S.M.S. I l W/FOUR B 14 X 3/4"SELF DRILLING S. AND TO END STILE W/FOUR b 14 X 3/4'SELF DRILUNG SCR. 18 GA%2-1/4'%2'GALV.STEEL U.BAR I REINFORCING TRUSS I � TRUSS FASTENED TO VERTICAL INTERMEDIATE - 16 GA,%2-1/4'X 2'GALV.STEEL U.BAR I 1/2-X 1-3/4"X 16 GA. STILES W/TWO B 14 X S/B"S.M.S. REINFORCING TRUSS OPEN TUBE, AND TO END STILE - TRUSS FASTENED TO VERTICAL INTERMEDIATE ®TOP&BOTTOM W/ FOURS 14 X 3/4'SELF DRILLING SCR. STILES W/TWO# 14 X 5/8"S.M.S. OF EACH PANEL WAND TO NO STILE ® ® /FOUR g 14 X 3/4"SELS DRILLING SCR. ® CC O END STILE 0 M {M 'O BOTTOM SEAL OPTIONS ® ® ® W a SEE SHEET 4 0Eli U= z y'o a I 1ST SECTION (BOTTOMS 2ND SECTION INTERMEDIATE SECTIONS TOP SECTION oo B a REINFORCING REINFORCING REINFORCING REINFORCING W mp =o STEEL TRACK BRACKET FASTENED OPTIONAL STOP MOULDING Q N TO WOOD JAMB WITH BY DOOR INSTALLER = F 5/16"X 1-5/8"LAG SCREW # 14 X 5/8"SMS --� (FULLY THREADED) 6 PER HINGE HEX WASHER HEAD TYPE A U ONE PER BRACKET 1/2"X 1-3/4"X 16 GA.FORMED STEEL 3/4"X 2-X 2-1/2"X 18 GA STEEL 9 GLUED TO PANEL D SECURED TO END STILE n SOUTHERN OSS PINE GE END STILE WITH 3 16"POP RIVETS® 12"O.C. 3/8-DIA. POWER-BOLT BY'POWERS' aae EDGE 2'MIN. EMBED INTO 300D PSI MIN.CONC. '-" o 1-7/8"X 2-5/8"X 10 GA.STEEL DISTANCE 2"MIN. EDGE DISTANCE o './ CENTER STILE ONE PER BRACKET POP RIVETS I SEE SHEET 3 FOR BRACKET SPACING - "MIN. 14 X 5/B"S.M.S. 6' ; 1 4/HINGEif ° `"p"• °1 i z z_ 3/4"MAX. c a 1.9"X 2.19" X 3.3"X 090" ,�•cw u x STEEL TRACK BRACKETS --i SEE SHEET 2 FOR SPACING AL n it A\ 0 I I En9r._/ACM AFIMAa FRDOUFT RENEWED g FIA PE 0592 r IMIM1 dlefloli4 1 INTERIOR SIDE A00L� No 18 GA.GALV. STEEL ROLLER HINGE pp 1t11 5 STEEL TRACK 7/16'PUSHNUF CENTER HINGE t7 U ZUI, O I CA.X 2-1/8'X 1"(STANDARD) INSTALLED ON ROLLER SHAFT SECTION B-E1 1.82"CIA` X .50"STEEL ROLLERS (STD.) drawing no. 12 G I X 3-5/16"X 1-1/2-(OPTIONAL)-. 1.82"CIA. X .50' NYLON ROLLERS (OPTIONAL) FASTENED TO TRACK PLATES 2.75"DIA.X .50"STEEL ROLLERS (OPTIONAL) 00-1 8 W/1/4TTE X M.S. LOCK UT 2.75'DIX X .50' NYLON ROLLERS (OPTIONAL) sheei of D. SLOTTED .S.&LOCK NUT WITH 5"STEM �� POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE 5/16"X 1-5/B"LAG SCREWS INTO WOOD OR V °a HORIZ.TRACK SUPPORT, SPOT WELDED TO HOR12.TRACK 2-3/4"x 5-1/2"X 3"X 12 GA. 5/16'SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"APART 4 2' GAIV.STEEL _ - W17H 1-1/4" EMBED INTO MASONRY EXREEDING 11 FT, IN HEIGHT FIRST AT 3'O.C. M j TOP ROLLER BRACKET ON EAC31 SIDE 3 PER BRACKET I I A—- REST AT 9"O.C. o FASTENED W/(6)(/ 14 X 5/8"S.M,S. II CONNECTED.TO FLAG BRACKET ANGLE •_ W/3/8-18 X 3/4"BOLT&NITf O 2-1/2'X 4-1/4'X 13 GA.STEEL PLATES AND TO SPRING SHAFT GUIDE WITH WELDED TO 1-1/2"X 1-1/2'X 14 GA.AN -- A J (2) 1/4-20 x 5/8"BOLT&NUT P o+ 090 THK.CALV.STEEL ADJUSTABLE FASTENED TO TRACK SLIDE FASTENED TO BRACKET 6 6 W/5/16-18 X 3/4'HEX HEAD - WITH (4) 1/4-20 SS. BOLT&NUTS 0 O HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" M. SCREWS&NUTS. d � TOP BRACKET (STANDARD) TOP BRACKET I VERTICAL TRACK h LOW HEADROOMID Of) 14 GA. GALV.STEEL TRACK z—t/a'x 1'x.oeo° SECTION A—A p+rc HORIZONTAL REINFORCEMENT C 1/2'X 1-3/4"X 16 GA.FORMED STEEL Z•%5-1/2"X.104' -'� O m m GLUED TO PANEL AND FASTENED TO GAIV.STEEL N VERTICAL STILES WITH FASTENED W/(A) N 14 X 5/a'S.M.S. p (2)3/I6"POP RIVETS TOP ROLLER BRACKET FOR 2 LOW HEADROOM DOOR OPTION p00R • SECTION HEIGHTS BRACKET PLACEMENTS Q 3 Lo Lo i HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 83 B4 85 B6 B7 BB HORIZONTAL REINFORCEMENT 6'-0" 18"18" 111" 18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" - 1/2'X 1-3/4'X 16 GA.FORMED STEEL 6'-6" 21"18" 18'21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" GWED TO PANEL AND FASTENED TO .. _ - VERTICAL STILES WITH 7'-0' 21"21° 21 21" TO 2"11-3/4" 23" 34" 45" 56" 67" -__ (2)3/16"POP RIVETS18" 18"1"TO 2"11-3/4" 23" 34"_ 45" 56" 67" 78-1/4" 21"18" 18"18" 21"1"TO-2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" O00 ® 1.81"DIA X 5"ROLLER SHAFT =a —SECTIONS ARE NUMBERED-STARTING-AT THE BOTTOM 0 r0i m x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. Ljrn - BY OPTIONAL INSULATIONS: LLC' o CJ Q EPS-EXPANDED POLYSTYRENE s o m aa DENSITY- 1.05 PCF o m 1.9"x 2.19'X 3.3'%.090" Q U= N STEEL TRACK BRACKETS (, Z N N.O.A.J}11-0926.07 - Z ' n 2-3/16"HIGH m W 50-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH / _J cn(n 0 DENSITY=2.0 PCF ) 1/4"BOLTS&NUTS. 0 O 3 _-N.OA.d11-0926.06 m / 1p OR U 0 Z BY'CELLOFOAM NORTH AMERICA! / V) O DENSITY= 1.03 PCF - m N.O.A. 010-1129.04 BY'INSULFOAM LLC' DENSITY=0.92 PCF % 0 ........... ® N.O.A.#14-0311.08 m B \14 LE CALV.STEEL $ ROLLER HINGES FASTENED m 0 rc o MIN. .024'ROLL FORMED STEEL PANEL DRAWING QUALITY 0-40 t MIN.YIELD PIRINE STRENGTH=R AND BAKED�ONKS? TRACK CONFIGURATION m POLYSTER PAINTED TOP COAT z t3 APPLIED TO BOTH SIDES OF STEEL a H y ' 0 - w r gi�ra VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM O 12 GA.CALV.STEEL DOUBLE TRACK BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS w/(4)IF 14 x 5/e"SMs A Eagr.JAVAO AHMAD FRwucrREwEwEDc FIA.PEML 70S92 0-ow"wm Ik t17m1A4 A C.A.N. 38 BdNby Qod4 Aanptske No 0 O" BOTTOM SEAL OPTIONS nre 5 SEE SHEET 4 BY O 015 MI .0 pm"Cmrjd dfawing no. 00-18 SECTION A—A (Shut 5 3 4" REINFORCEMENT (, ON R8% I" FORMED STEEL T� m _ DIET. SELF DRILLING SCREWS -- �8%1. o 1-1/2"MIN. _ _ OR I E DIST. 3/16''RIVE%'STEEL RIVETS SELF DRILLING SCREWS z o e m MULTICRIP W/DOME HEAD OR Q p om m N c 3M/16''RIVE%' STEEL RIVETS 8rii AT 48"D.C. MULTICRIP W/DOME HEAD P III REINFORCEMENT AT 48,O.C. O 6 FORMED STEEL 1/4"CIA, LAG SCREWS 1/4'DIA,LAC SCREWS L2BY D BU K I SAT 6'FROM ENDS WOOD BU I �AT "FROM ENDS Fa I` AND 10'O.C.MAX. AND6LO"O.C. MAX. O= n I (� W'STRIP ADAPTER ALUMINUM STEM P ADAPTER cr 0 L a a� p RUBBER W'STRIPPINC 4RUBBER W'STRIPPING C 13 a O q � 0S � 0 .00 84JJ534 .70 34 8 a�i 1,750--- � 1.790—�I BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'El 14 WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT 0 Iij M TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Lo WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE, _ _ ? a FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE __ANCHOR SPACING U a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, ANCHORS STRUCTURE EMBED SPACING EDGE DIST. Z Z 3 8 HLC SLEEVE BY HRTI CONC, 1-1 4- 8" 3" J fn O 3 8"CONFLEX BY'ELCO' FILLED BLOCK 8' 3-3 4" 3 8 DYNABOLT BY'ITW' CONC. 1-1 2 8' 3-3 4 0 0 3 a 5/16"X 1-5/8" STEEL STRUCTURE BY OTHERS 345 POWER-BOLT BY POWERS CONC. 2" 8' 2' F O .(D LAG SCREWS- MUST SUPPORT THE LOADS IMPOSED 3 8'SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 8" 3-1 2 U O AT 8"O.C. BY DOOR SYSTEM - W N CONCRETE 00- 3000 PSI MIN. V) GO Of R 5/18'CIA.BOLTS C-90 GROUT FILLED BLOCK Pm 2 PSI MIN. Q^_ N100f) BUCK CONNECTION TO MASONRY - WITH WASHER &NUT ,'PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO , AT 12'O,C. MAX. EDGE DIST. c 'GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1/4'ULTRACON BY 'ELCO'WITH SPACING OF 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED 8'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED �1: C'1 Gf S 2-1/2'MIN.EDGE DISTANCE i i o &§e 1-1/4'X 2-1/2"% 14 GA gg / 1-1 2' 1-1 2" -- T �'Ip 1�4'TAPPER BY'POWERS'WITH SPACING-OF-- / / CON, STEEL ANGLE � •7 O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA CALV STEEL 2 ,8'O.C.INTO 3000 P51 CONCRETE,WITH 1-3/4'MIN.EMBED FLAT BRACKETS t3"LONG 2-I 8 % 1'X 14 CA, J°MIN.EOCE DISTANCE _ - - /' _ 1/16 %2-1/Z AT 12'O.C.IN DOOR OPNC. GALV.STEEL TRACK H b 3/8'CONFLEX BY'ELCO' FILLET WEIRS AT 18'O.C.ABOVE DOOR OPNC. -FASTENED TO TRACK PLATES 8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2"MIN.EMBED AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-2OX5/8"TRUSS HD. 8'O.C.INTO 3000 PSI CONCRETE,WTDI 1-3/4'MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE JSLOTTED M.S.&LOCK NUT 3-3/4'MIN.EDGE DISTANCE ^ CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK c w d 3/8-LOT BY'ITW'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED B 0.K °- - e 18'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED 3"MIN, EDGE DISTANCE 3�8'HLC SLEEVE BY'MLTI'WITH SPACING OF ALTERNATE TRACK INSTALLATION 9 O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN. EMBED AND 2-1/2'MIN.EDGE DISTANCE Engr;JAVAD AHMAD PIiODUCf RENEWED PREPARATION OF JAMBS BY OTHERS CML I pp r�1'�Tr�dM A FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE 70592CAN.3 B 8Ti1�Code � I �. ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED �DTrRr<Nolc�o 9 ,' BY DOOR SYSTEM. $ o` FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. py,py�r drawing no. MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16AW X 56 PSF)/2= 452.5 Lbs per Ft. 00—18 MAXIMUM INTERIOR(-) LOAD PER JAMB -(16.16'X 64 PSF)/2 517.1 Lb.per Fl, sheet 4 of p, 1• o a F r I r .500 I=-�F-.250 * PLASTIC COMPLIES WITH I I 11ww� o DOOR PANEL CHAPTER 26 OF FBC 24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE g Z 1.765 1.725 a 7/I6"DIA.WASHER a it 1.144 g8 X 3/4"SMS 21 3 4- I I () 1 1 l O 11 III I 11 MAX. Qg AN3/8"FROM ENDS .176 D 7"O.C.MAX. WDW.WIDTH O * EXTERIOR FRAME * INTERIOR FRAME 0 1I I I I (4) ((8%3/4'SMS = 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q in I I I I II \ 0 1-3/8"FROM ENDS 3 J Z lI1/(t� AND 6-1/2"O.C.MAX. qq In J all l(f�(f���tjj ,p1 Wet F IIII 175 X.062 DEEP �111 GROOVE - 11 _ �I11 [G y-- 1 V -' 4i e0 IIII i i . O0 O 111 1 4"POLYCARBONATE LEAN ED �• IIII BY'SABIC INNOVATIVE PLASTICS' Q J 'III l "m NOA#13-0717.01 1 _ _ _ L2 V)N OC III1 El .. U- 11 Zla a 4 .__.__ Z o C V 0 03 � — 1 w c�� o IA Y v IIII ' III 11[011 Eli- 175 X.062 DEEP 11 I, GROOVE �s iTn III _ Q J I (4)#8%3/4"SMS INSIDE ELEVATION g III , ® 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS u=�,z c AND 6-1/2"D.C.MAX. O i WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O 1 �8%3/4"SMS Ci 0 3,8;FROM ENDS 175 X.062 DEEP B i , ANO 4-I/2"O.C.MAX, GROOVE H o^H b8 X 3/4"SMS I c 0 3/8"FROM ENDS AND 7'O.C.MAX. ______ Engr.JAVAD AHMAO _ ___ _____ __ _ _ CIVIL PROptictREINEVED _ _ _ __ _ _ _ 7/16"DIA.WASHER _ _ _ _ _ _ _ FLA.FE 7 02 natY&w11�1�iFlaida I `\ -----_-----I CAM.�53 Rull � � .. �', a5• DOOR PANEL EXTERIOR 24 GA.(.024)STEEL MIN. DOOR PANEL 15/16"MIN. D.L.OPG. fly drawing no. 24 GA.(.024)STEEL MIN. GLAZING BITE 0 2��5 WINDOW WIDTH 00-18 sheet 5 of 5 ■y BCIS Home j Log In i User Registration j Hot Topics.f Submit Surcharge Stats&Facts i Pubfications i FBC Staff I BCIS Site Map Unlrs I Search a Product Approval USER:PubQc User d�b it - Product Approval Menu>Product or Aookation Search>Application List>Application Detail �6 FL# FL11602-113 Application Type Revision Code Version 2014 Application Status Approved i NO ESXCMICK TAM4 DAL �0liRtii�t i TC4J Comments 3.-REJECTED REM AND Archived = SUBMITN IftEfit E3REWMT . ITEM Product Manufacturer InterWrap,Inc. C%eeking Is orgy lrgenetai Conforrn8rcewit. Address/Phone/Email 32923 Mission Way the design concept of the protect and genera Mission, NON-US 00000 ,ornpliance with the information given in the i (551)574-2939 Zontrect documents. Any action shown is sub mtupas@interwrap.com ecl;to the requirements of the plans and -specifications. Cortractdr is responsible for. Dimensions which shalt be confirmed and cot elated etthe job site:fbbrication processes an Authorized Signature Eduardo Lozano 1echniques.of construction;coordination or hif. elozano@interwrap.com roork with that of all other trades and thesath factory performance of his work, Technical Representative Eduardo Lozano Team Airtiltecture,Im, Address/Phone/Email 32923 Mission Way Mission, NON-US 00000 )ate .f 2 E I Z (778)945-2891 ray � � elozano@interwrap.com • Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 11/19/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received I i Certificate of Independence FL11602 R3 COI 2015 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Opp 1� 1 of 2 3/31/2017 7:27 AM W�'�i Ll�,b Sections from the Code 1507.2.3 1507.2.4 1507.2.8 1507.2.9.2 1507.3.3 1507.4.5.1 i 1507.4.5.2 1507.5.3 1507.7.3 1507.8.3 1507.9.3 1523.6.5.2.1 Product Approval Method Method 2 Option B Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11602.1 Titanium Roof Underlayments Synthetic sheet-type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL11602 R3 II 2015 05 FINAL ER INTERWRAP FL11602- Approved for use outside HVHZ:Yes R3.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-45 Created by Independent Third Party:Yes Other: 1.)The design pressure noted herein pertains to Evaluation Reports _ use of a specific underlayment system beneath foam-on tile FL11602 R3 AE 2015 05 FINAL ER INTERWRAP FL11602- sytsems. Refer to ER Section 5.6.3 for details. 2.) Refer to R3.pdf ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party:Yes Back Nezt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 a-mall 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 emaSs 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 clickhe,I>b. Product Approval Accepts: cCtie`ck ,:Credit.Card Safe :. 2 of 2 3/31/2017 7:27 AM i EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 VT--RINITYIERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT r Interwrap;Inc. Evaluation Report 111980.11.08-R3 32923 Mission Way FL11602-R3 Mission,BC V2V-6E4 Date of Issuance:11/03/2008 j Canada Revision 3:05/01/2015 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 5th Edition(2014)Florida Building Code sections noted herein. DESCRIPTION: Titanium""Roof Underlayments C 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)ERD requires a complete review of this Evaluation Report irelative 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 6. Prepared by: �psagrnzp �� •'�'^RtC The facsimile seal appearing was authorized by Robert Nieminen, I Robert J.M.Nieminen,P.E. i•r s�;�; ;,.; P.E.on 05/01/2015.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed 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. j 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 I ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any j project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained i specifically for that purpose. i TRllell"I'Y ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titanium"" Roof Underlayments,as produced by Interwrap, Inc., have demonstrated compliance with the intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. ' 2. STANDARDS: Section Property Standard Year i 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006 G T1507.8,1507.8.3,1507.9.3 Loss on Heating 1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009 1507A.5.1,1507A.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance 1507.5.3.2,1507.7.3,1507.7.3.2 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 I 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties 115010.04.09 04/29/2009 ERD(TST6049) Physical Properties 115010.05.10 05/14/2010 ERD(TST6049) Physical Properties 135520.06.11 06/15/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008 ITS(TST1509) Physical Properties 3146738COQ-00313 03/28/2008 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Inspection Report 11/19/2014 4. PRODUCT DESCRIPTION: 4.1 self-Adhering_Underlavmentsr 4.1.1 TitaniumTM PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer- coated,synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. 4.2 Mechanically Fastened Underlayments: 4.2.1 Titanium"" UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 Ibs/square. 4.2.2 TitaniumTM UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a 9 polymer coating. Unit weight 2.9 Ibs/square. 4.2.3 TitaniumTM UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 Ibs/square. 4.2.4 Titanium- UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 Ibs/square. 4.2.5 TitaniumTM UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a i polymer coating. Unit weight 2.9 Ibs/square 4.2.6 Titanium— UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 2.9 Ibs/square. 4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 3.2 Ibs/square. Exterior Research and Design,U.C. Evaluation Report 111980.11.08-R3 Certificate ojAuthorisation#9503 FL11602-R3 Revision 3:05/01/2015 Page 2 of 6 I i �JTRINJ-rYJERD S. LIMITATIONS: 5.1 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. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this report;refer to current Approved Roofing Materials Directory for fire ratings of this ' product. 5.4 Titanium'"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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: i I Table 1: Roof Cover Options j Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate Shingles Shingles 7'PSU-30- (See 5.5.1)Yes Yes Yes '.Yes.---.- Yes Yes ' - UDL-25 Yes No No Yes Yes Yes i Yes Yes UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes ply system) ply system) Yes Yes UDL-30 Yes (base layer in 2- (base layer in 2- Yes Yes Yes ply system) ply system) UDL-50 Yes No No Yes Yes Yes I UDL-TT Yes No No Yes Yes Yes UDL-TF Yes No No Yes Yes Yes tUDL-TTMC300 Yes No No Yes Yes Yes Private Labeled 5.5.1 "Foam-On Tile"is limited to use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow TILE BOND-Roof Tile Adhesive(FL717) applications unless tensile adhesion/long term aging data from an accredited testing laboratory is provided. 5.6 Allowable Substrates:Titanium PSU-30: 5.6.1 'jDirect-Bond to Deck: ➢.-New untreated plywood;. ➢ Existing untreated plywood,primed as needed with D41 primer to achieve bond. i 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226,Type I or II felt. ➢ Titanium UDL-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted). 5.6.3 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 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 loads. 5.6.3.1 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Titanium PSU-30,self-adhered i Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 F111602-113 Revision 3:05/01/2015 Page 3 of 6 I TRINITY ERD 5.6.3.2 Maximum Design Pressure=-30 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: Titanium PSU 30,self-adhered 5.6.3.3 Maximum Design Pressure=-30 Psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of i deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30,self-adhered 5.6.3.4 Maximum Design Pressure=-45 Dsf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted) j Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: Titanium PSU 30,self-adhered 5.6.3.5 Maximum Design Pressure=-45 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Titanium UDL-30(printed side up) Fasteners: Mechanically attached with 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: Titanium PSU 30,self-adhered 5.6.3.6 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(04-12),Appendix A, Table IA or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements j 5.7 Exposure Limitations: Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days. Titanium PSU-30 shall not be left exposed for longer than 90-days. UDL-TTMC300 not be left exposed for longer than 180-days. Exterior Research and Design,I.I.C. Evaluation Report 111980.11:08-R3 Cerdflcate of Authorizatfon#9503 FL11602-R3 Revision 3:05/01/2015 Page 4 of 6 I TRINITY ERD 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap 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 Titanium'UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300: 6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226,Type I and II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. r Mechanical attachment of UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates;or plastic cap staples. 6.3.3 Slopes of 4:12 or greater. End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with the surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment, I the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter,completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side (horizontal)laps,resulting in a double-layer application. 6.4 Titanium_TM PSU-30: 6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. '6.4_2 Direct-to-Deck with Mechanically Fastened Roof Cover: Cut manageable sections and re-roll with the release film side out. Membrane Application: ➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place,printed side up. - ➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into place. ➢ Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner. ➢ End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches. I ➢ If the membrane becomes misaligned,cut the roll and re-start. ➢ Upon completion,inspect the membrane and repair any defects or fish-mouths. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. I 6.4.3 Direct-to-Deck with Adhesive-Set Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 and Section 5.6.2 herein,using the instructions noted above as a guideline. Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. I I I i Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 FL11602-R3 Revision 3:05/01/2015 Page 5 of 6 I �-,'[' TRINITY I ERD 6.5 Titanium 2-Ply System: 6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed or inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through 6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: e 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 mechanically fastened tile roofing,refer to Interwrap published installation instructions,but not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile roofing,refer to Section 5.6.3 herein. Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to the roof underlayment. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. i 8. MANUFACTURING PLANTS: Contact the named QA agency for information on production locations covered.by F.A.C.Rule 61G20-3 QA requirements. 9. QuALTrAssURANCE ENTITY: Intertek Testing Services NA Inc:ETL/Warnock Hersey—QUA1673;(604)520-3321 -END OF EVALUATION REPORT- I I I I i I i Exterior Research and Design,U.C. Evaluation Report 111980.11.08-R3 Certificate of Authorization#9503 FL11602-R3 Revision 3:05/01/2015 Page 6 of 6 POP Sus, hessi e e 1lr I ° IMMM BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links I Search j dbore ' Product Approval CS — USER:Public User Prod uct Approval Menu>Product or Application Search>Application List>Application Detail • � � FL# FL21082-RO Application Type New Code Version 2014 -Application Status Approved I Comments QAentity has been called into question.zb.11/29/16 Archived C3 NO EXCEPTION TAIM ❑M. gY ° Product Manufacturer Dynamic Metals ;'REJECTED NO"D Address/Phone/Email 3201 SE Dominica Terace SUBMIT SPECIFIED O REVISE NO � Stuart, FL 34997 ;TEN R U1914T (772) 872-8030 juan@dynamicmetal.net hecking is Only for general conformance wit' j he,design concept of the project and.genera, Authorized Signature Juan Martinez :or6pliance with the information given in the juan@dynamicmetal.net :ontract documents. Any action shown issukl ect to the requirements Of the plans and specifications. Contractor is responsible for.- Technical Representative ')im1 nsions which shall.be confirmed and col elated at the job site;fabrication processes an Address/Phone/Email rechnigtlesof.cols-iruction;coordination o,hit, ilork with that of all other trades and tiie sati! Quality Assurance Representative factory performance Of his work. Address/Phone/Email Team Architecture; in(, I Category Roofing .)ate s Z ZO17 Subcategory Metal Roofing 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 Thomas D. Sullivan the Evaluation Report Florida License PE-55358 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2019 Validated By Charles L. Anderson, PE sd; Validation Checklist- Hardcopy Received Certificate of Independence FL21082 RO COI Letter of Independence-Sullivan.pdf Referenced Standard and Year(of Standard) Standard Year U L 580 2006 Equivalence of Product Standards Certified By R COPY' Sections from the Code ,�,.. F iif:, '+;....�:.. {;- .,ec,.ifr a.1<i�!'iiiEi�°i`.`(� .. _`i r+W .'.1;yf`. nEi:i[, ,A.. .;s(. �tl.f':r•. 3e1. :Kf� ._ .. ., �� 1�: i Product Approval Method Method 1 Option D Date Submitted 08/26/2016 Date Validated 09/06/2016 Date Pending FBC Approval 09/07/2016 Date Approved 10/13/2016 Date Revised 04/13/2017 Summary of Products • FL# Model,Number or Name Description 21082.1 Dynamic Metals 1" Nailstrip- 1" Nail strip, .032 Aluminum, non-structural roof panel -- Aluminum Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 1 inch Nailstrip Aluminum Approved for use outside HVHZ:Yes r1.Ddf Impact Resistant:N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +N/A/-168.5 Created by Independent Third Party: Yes Other: Fasteners at 6"OC and 6"from ends. Evaluation Reports FL21082 RO AE Dynamic Metals 1 inch Nailstrip Aluminum rl.pdf Created by Independent Third Party: Yes I 21082.2 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, 24 gauge Galvalume coated steel, 24ga Galvalume non-structural, roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 1.5 Mech Seam 24 ga Steel Approved for use outside HVHZ:Yes r1.Ddf Impact Resistant: N/A Verified By: Thomas D. Sullivan 55358 Design Pressure: +NA/-198.5 Created by Independent Third Party: Yes Other: Feld Install Uplift DP: 16"OC,4"ends,equals 168.5 Evaluation Reports psf(includes FS=2) Corner Install Uplift DP: 8"OC,4"ends, FL21082 RO AE Dynamic Metals 1.5 Mech Seam 24 ga Steel equals 198.5 psf(includes FS=2) rl.pdf Created by Independent Third Party: Yes 21082.3 Dynamic Metals 1.5" Mech Seam 1.5" Mechanical Seam, .032 Aluminum, non-structural Aluminum Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 1.5 Mech Seam Aluminum Approved for use outside HVHZ:Yes rl.Ddf Impact Resistant: N/A Verified By:Thomas D. Sullivan 55358 Design Pressure: +N/A/-213.5 Created by Independent Third Party: Yes Other: Feld Install Uplift DP: 16"OC,4"ends, equals 131psf Evaluation Reports (includes FS=2) Corner Install Uplift DP: 8"OC,4"ends, FL21082 RO AE Dynamic Metals 1.5 Mech Seam Aluminum equals 213.5 psf(includes FS=2) rl.pddf Created by Independent Third Party: Yes 21082.4 Dynamic Metals 5V Crimp 26 ga 5V Crimp, 26 ga Steel, Galvalume, non-structural Steel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21082 RO II Dynamic Metals 5V Crimp 26oa steel rl.pdf Approved for use outside HVHZ:Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports Other: Feld Installation Uplift DP: 16"OC,4" ends, equals FL21082 RO AE Dynamic Metals 5V Crimp 26oa steel rl.odf 101 psf(includes FS=2) Corner Installation Uplift DP: 8"OC, Created by Independent Third Party: Yes 4"ends, equals 206 psf(includes FS=2) Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1874 The State of Florida is an AA(EEO 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 mall 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 dick here. Product Approval Accepts: �� � eCheck JB&B ENGINEERING, LLC ; DYNAMIC METALS, LLC 5203 SitverCONS ilve ENGINEERS Charm'Terrace 3201 SE Dominica Terrace Wesley Chapel; FL-33544 Sluarl,_Florida 34997 phone ($13)545-/323 Email TSuttivaneng®gniail.com FL Certificate;of Authorization y30903 DYNAMIC 1" NAILSTRIR .032 ALUMINUM Installation Meth6d.41 ,1 Drawings lei t h; s -Panel,Roffle 1 # 16'o.c: ' _ { Intogmt Snuplock ti t #1fl'x 1' Pancake-Head Screw �•• ••���/ �,� MAXIMUM.DESIGN UPLIFTPRESSURE 16&5'-PSF I ANCHORS TO BE SPACED 6 FROM ENDS Bc 6 OX. F0 �3 h8 • Client Nome:DYNAMIC METALS, LLC I `• �JI� i +"d • TAT *, . Project Nome:DYNAMIC NAIL STRIP A;032' ALUMINUM TH •SULLIVAN, P, OF •` COMPL7 �'FLORIDA BUILDING CODE STN ED. (2014) Project Address;'FLORIDA PRODUCT APPROVAL r '..�.R l �i9 NO.21.5-1050 DATE:09-05-2D16Pq .. , pill a ,�, i I f JBZiB�ngineet`ing_�Consaltants.L"LAC 5203;_$ilrrerCarrrr-Z'etrace- lfilasiiry ChepW RL 33544 P 4n, 8 5 4 1.323 �mari T�ulln�an6nq(o�amaii:cartit; , 116xl�attolt,� 09,©.3` Product�va9�uatJon;Repvr�_ . Dynatinic 9"` laa[strip .t332"Alu'niinum Pion H�lll 9 Prod��t Ad9 npf ter.WitaCrllC,ill��k�ls;.�t, ` 32015E-1�oJtllnica�l�,E:PraG@= �t�arl;FL,:34��97" 8 Cgde ecf bort Fldr� a Building Come;11` datrtin (28 �y`-Buslrlrng l 9 urt2�-Nan-E kVM cQic�ns`iO4 3 2.; nd 1;504:7 3 tt: iialuatr t rlViethsati4 Engfi ettrtg +dal�a tipn�rrre#t�Qd? }ttt� rc�ai with, lta2Ct 3;OO F A C: i �1®t'roeiuct Gategoey 1 Prc -du ct'Stiib G�tegory [Vietal;RaDfirtg. b 0 PYoduat Dpscrtptin' 'l eriera@ ption I3ynaN6 `.nailstn�?t103��,Aiueninum npn:structure!robi`:cleak= 2 Corift�rmirAg to AS'i l+�31Q5 Hitd Fr6ia:�r��tding is 1'- 6rkiott(2014�..sctjotr - ' 951�.7�3 P.,airtt fir€sh oplianal �i 3 Pa��l Tdt��lt�ass�20 t�ag�,{0 032!)"}ra�injmrapt caated l�iekct�s; 5 4 Gohrosicari Ie&�sti3ice fo'�com�ly. +hth Florida�uiid��tg Cade 5�"edit�or: 20 f+t},s�ckion' . . - - .':5 5 V1�itlth �6"n�ax�mum coverage,^ - 5(�Rlb Heigiit:1"majar.db h'i~ghi'Q, 6 01$aoief 1"asf�ner Of xpancake head fhstenerthrougt the rta f strip 6"frorn Ends araat an integral ntalelfemale tntegc i snap166rt C'6 rosrart�t+ ist:an�e par°Fiorida ur(rJIn Cod, `e ttorf; ect�ons 10 and J1 4 4 SubstrateDescrio0on.-Jjayerd30fi+arganidfatpaper,overMin!giurri:7A67.'.tJ�l3{vr 15f32°%�-ply APA pljnrrood)ovdr 2ktyp ii-aflers spaced no mare Inert 24-o c.Suk strat =mu6t m,net alf> pOlydabre' recjuireau�h and b�dessgn cl.v��lia 11 ex tors l0�r iltffk ® 5�'�`didiort-(2D1 } _S 2 Cies gn,U'piift Pressures.; ;6 ,T etd lnst�rlik 6i 337 a ps,(2 3� 5Ij�F:{Fastenersspaced 6": r Aqd 6` �roiin ertd } '�Q Cai]e Testing Perif�rmai�ce f�eciutrenients: 1 UL`580 O6Test#or_Uptifl�R4e ista6' Q of;:Roof Assntttblies. 7 2_UL L.1897-a4-Uplift Test ng Systems:` 8 0 PerfQrrttance Test Aesuits Sterttrttary' . 1 Arctiiteeturai Testing,inc _West[?elm H ach,FL(TST f52�};R�port�E i 195 03-450.. i °81 'f�;Sir�rtedl;a��Iecirgy Cha�Res phddrsa�n;P.�:+o�.l�sagus4;25`;2�?,�. 81.2 8,!RM4-FI 014 Irt taflati n(937:0 psf) i } I :lH8�t3 En�inearing,�c�n�uBtent�,:B_L:G 5203:Silve C9tr Cfmsrra)_Tbfrace� . U"Jesley pei, Fi=3354 ' Phone 8�3=�45�9$23: , !_rris�l: ttiva�"enc��jm�tt'can�° afide G bdzstaott; 9 0 BnstsBiatlo�;Bns4etr�ticsris • . 9 Per ireanutact►[rer's insi aiJation instruct€ins anti fasteninc paitrrs descriBetl herein, -I0 0 t�es3gan I�roc©cti�r� Eased on tale dirrtcnstans df the steaacture,.�ppropriate�vit1�loads�r�: cl®termi"ned using Chanter 9�of the�lariala t�titidang Cade 2t).9d iar,raofi�cladi�rngr'�sind toads `i'I�esr cpn1�D91,i;�it 4'rinci Inadsfor root.claddib sre cxsmpared to the altp"maple rlesisn presstareStisted hrein; This devs[gtt prafesstc�nal shall select ttae the apprppriate�rerction deiaiis to oeferene to leis;drrswvir)gs fir laroparstenarrattacEitiient tflilislt�er sRructii and snsfyze the psi� i fastei7ers farpultout and ptlCvi. j ��ii,pt5�r!(a'airiirtg mustbe in c�mplranca'�tth�Ipnda Bullding,,�ede-�Clt4 cta�ptar2�'f®rsteei,dhagit�a23. {or-Woo' at d.dtsspier' . for=struct'urat>Boading, �9 4 t.iiipits}atitJ Contltipns of Use All;, Niaxirrttm airowabte destgr�peesstir s rstiaa in titan resort 9 Fare clssificattan has aipt begin corasEctered 8nd as outside the scar oaf tB�isrcrar#; "1't . Panetsvere riot 66106ted t ctuta I}�iu resist sBi ar dia�liragrrZ.aatiail,transverse or Tacking ipad's - 91.�1 Alt mate cQrfdit�ar,s'inot s ecBEically Messed by lhls`app f�vsl ShA be-designed Asa reg istered Florida Prbfessiar el Engiai®er cr.Architect t9'5. he stru+cturat adeaqu ey of the st4b #rite[ ring,tkid'w3nc1_(teat_s superimp sod"b+j: �r©duct are tiie rponstbtltty isPcatHeCs 11 t Bnderiey ent shall ca r>Baly�vfth ths�Flotada,Eutlding t"ode~yp'edition(20.4, 117 Mutlr�um st��e shill�cirrtiply vhth titr3 FBofida Building Code:5'"edrtlort (20`14,lnclueltig section 9�d .�l•.�and lli accardance+�ratti lti taanutacturees:recataiendations.For sf�pe�te�s=tkt�n 2,`lsp.seatant�;m:ust beusecf 4rr�frapari�l'sie�I�Ps "` I2 0 4iiality 1Assuranee Lntiiy Mo iY►annfasturer teas s4abllshed,eotttftfi nce o in tceordan witi ll�c 1'Igrids®iiidmc�:t✓vde and Ftt le 61020-3 005(3):fpr nyanufacti�reng under�'gtjatity. assurance prvgani etialaat by`snpprov�ad aaio tit}+ ssurance agegtcy: 93 0�Certificat -of Inclepenclence @ursuant t©the eatft[ements af' 9+ 20 3 F A C,I hereby eertity that- tltis Floiieta Profssiaha1 Ertglaaer,peetefmipg this e+nivation;dpes.not haide noru{11 acttuire an anterest:_In. any comp ra,"ataufac'taaring vrdtstiibuGrrtg pr9dr[cts;farwHicfn the report is being issued, Tiiis as el 6to c`ertti~j.ti t this- lQrii a. rpfess onai 5a ginger does t i 0ave'nar vrill' cqutri a financrai rnt restJi any otherr eaitity inw¢lvi3d on the approjlai prnoess of this prayduct: 9�#0 Cartifac�tion to the professionai;opinaorD.of tlais:evatuafang engineer the afor�►nenti�ned pradiict,: meats the>ei�Li6�rnents,,of thm:El®nda'tuilding'Cade 201h {5th editiatt)e sRctficattyotst5rti; 1504 2 and:. f504.7[ t n '1� ;wheal utitl��d�ithirt the lianits'of use npted heratn . , j flk va gym " �.,G,. 07 . . WL , A. 1 sir TR' ti Thy •��dRiv'�,�`+�'K � � l'otal t� t 6t . AL I S i` { t f, iP� � ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floiidaenginceringandtesting.com 250 S.W.IP Avenue r' Pompano Beach,FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Sankara Kothakota 10947 Martingale Court Potamic, Maryland 20854 PREPARED FOR: I iProposed Three Story Residence Lot 5 Watersong South Hutchinson Island, Florida i PREPARED BY: Florida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781-6889 ON: i April 7, 2016 FiIECap � wf Q Quality� A 1.flswirance r� TABLE OF CONTENTS I.) DISCLAIMER II.) COVER LETTER •. SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS M.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VH.) LD41TATIONS OF LIABILITY . I I DISCLAIMER Our report findings are based on present onsite soil conditions encountered. It is imperative that you j read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays- and additional costs due to permitting agencies (Building Department, etc.)withholding a Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another engineering firm for further testing and inspections, it is your responsibility to ensure that they provide you with the proper certification in writing, as outlined in our report. i FLU ENGINEERING & TESTING, INC. Phone: (866)781-6889•Fax: (866) 784-8550 w,svw.floridaengineeringandtesting.com 250 S.W.13th Avenue r' Pompano Beach,FL 33069 April 7,2016 Job Order No.: 16-1140 Sankara Kothakota 10947 Martingale Court Potamic,Maryland 20854 RE: SUBSOIL INVESTIGATION Proposed Three Story Residence Lot 5 Watersong South Hutchinson Island,Florida Dear Sir or Madam; Pursuant to your request, Florida Engineering & Testing, Inc., has completed a subsoil investigation on April 4, 2016, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the proposed structure(s) foundation preparation and design. Our recommendations are based on the assumption that the proposed structure(s) are as follows: three story residence (approximately 1,500 square feet). A total of two (2) SPT borings were performed according to ASTM D-1586 down to a depth of thirty-five feet (35') (BEGL) below existing ground level (see attached field sketch for locations). j Based on our soil borings, the soil profile varies across the subject site (see attached SPT Test Boring Report(s)for details). Groundwater table elevation was measured immediately at the completion of the boring(s) and was found at depths ranging from four feet seven inches to five feet (47' to 5') BEGL. Fluctuation in water levels should be anticipated due to surface runoff, tidal influences, seasonal variations, varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize themselves with site conditions in the event groundwater controls and dewatering is needed. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. I i I Quality V ���,1�`.lssrarance Page 2 April 7,2016 Job Order No. 16-1140 FLO L� 'Sankara Kotliakota , Proposed Three Story Residence Lot 5 Watersong South,Hutchinson Island,Florida: ` The boring log(s) attached present(s) a detailed description of the soils encountered at the test location(s). The soil stratification shown on the boring log(s) is based on the examination of the recovered soil samples and interpretation of the driller's field log(s). It' indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Based on our understanding of the proposed structure and the information obtained from our field- boring log(s); it is evident that deep foundation systems are needed to support the proposed structure without detrimental settlement to the structure. Deep foundation systems shall consist of one of the following alternatives: -j'Allowable Allowable Alternative Approximate Size Pile Capacity-` Pile Capacity Pile Foundation Pile.Depth` m Tons in Tons . Compression, Tension: Pin Piles To Refusal 3 Inches 5 Tons 1 Ton Type A or B Helical Piles 25' -30' BEGL 3 Inches 12 Tons 5 Tons Auger-Cast Piles 32' BEGL 14 Inches 30 Tons 12 Tons I BEGL-Below Existing Ground Level Estimated Lateral Load for a Pile Top Deflection of of less than one (1) inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1 % times the diagonal dimensions of rectangular piles, but in no case less than thirty (30) inches. I In the case of the pin or helical piles, a minimum of two (2) piles shall be driven to determine production pile length. Helical piles shall consist of Atlas, Chance, Ingal, or equivalent manufacturer. Helical pile final bearing capacity is determined in the field based on final achieved torque as per proprietary manufacturer specifications and shall be placed under the supervision of our geotechnical engineer to verify achieved bearing capacities. All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. A licensed pile contractor shall be consulted to determine actual pile depth and capacity. All work shall be in accordance with localI building code and (if required) coastal zone construction requirements. All work shall be conducted by an experienced Florida Licensed Specialty Piling Contractor. The grout used in the pile installation shall develop a minimum compressive strength of 4,000 PSI at 28 days. i Page 3 April 7,2016 Job Order No. 16-1140 FLO A •Sankara Kothakota Proposed Three Story Residence Lot 5 Watersong South,Hutchinson Island,Florida: All slabs, if needed, shall be designed as structural slabs spanning between supports and designed by a Florida Registered Structural Engineer and placed under the supervision of a Geotechnical Engineer to verify compliance with our recommendations. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlement. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to avoid damaging seawall tiebacks. F.E.&T. should be notified in writing by the client of any changes in the proposed construction, along with a request to amend our foundation analysis and/or recommendations within this report as appropriate. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test location(s); therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test hole(s). For a more accurate portrayal of subsurface conditions, the site contractor should perform test pits. The discovery of any site or subsurface conditions during construction which substantially deviate from the information in our subsoil investigation should be reported to us immediately for our evaluation. In accepting this report the client understands that all data from this soil boring report is intended for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. The site contractor must familiarize themselves with the job site conditions prior to bidding. As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and Regulations. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help any way we can. It has been a pleasure working with you and look forward to doing so in the near future. NJ-AN Sincerely, No.^48202 O Mark A. Mesiano,+ STATE OF ,%fir Florida Engineeriri "t� ,%��A; N� e�lv Florida Reg.No. 485'S��''---- �.t,�� Certificate of Authoriza/eid;B p � i SPT Test Boring Report Client: Sankara Kothakota Hole No: B-1 Project: Proposed Three Story Residence Date: 4/4/16 Address: Lot 5 Watersong South Hutchinson Island, Florida Location: See Attached Field Sketch Depth Hammer Penetration "N" Value (Ft) Description of Materials Blows "N" 10 20 30 40 2 0' -4' Grayish Brown Slightly 2 3 4 Silty Fine Sand with Some 2 3 4 Shell Fragments 3 5 6 5 6 6 41 -99 s 7 14 8 Dark Gray Silty Fine Sand 6 5 8 4 3 4 10 9' -12' Dark Grayish Brown Very 1 0 12 Silty Fine Sand with Some — _ A 14 2 3 6 3 3 16 12' -20' Dark Gray Very Silty -- -- 18 Fine Sand -- A 20 2 4 4 _ 22 A 24 6 10 26 15 18 25 20' -35' Bluish Gray Fine _ A 28 Sand with Some Shell -- 30 Fragments 16 15 34 1 INIL 32 A 34 20 16 28 12 19 I 36 38 404Z Water Level: 4'7" BEGL �� MFS �� `�,v�CENq fi As a mutual protection to clients the public and ourselves all reports are submitted as the confidential property of clients, ;� NO.48202 ,, 0 and authorization for publication of statements,conclusions or Mark A. MesiaiD*,11,.E. — i extracts from or regarding our reports is reserved pending our written approval. Florida Engine *,& JmftgWIncJ' A=Auger/Straight Rod Florida Reg.No� 2, �OQLpP,,, N�\�. Ref=Refusal Certificate of Aur1a- o� BEGL=Below Existing Ground Level 11j11 ONAI- \\N 0=Weight of Hammer i a. SPT Test Boring Report • Client: Sankara Kothakota Hole No: B-2 Project: Proposed Three Story Residence Date: 4/4/16 Address: Lot 5 Watersong South Hutchinson Island, Florida Location: See Attached Field Sketch Depth Hammer Penetration "N" Value (Ft) Description of Materials Blows Nit 10 20 30 40 2 0'-4' Grayish Brown Slightly 2 2 4 Silty Fine Sand with Some 3 5 4 Shell Fragments 5 8 10 4'-6' Dark Grayish Brown Silty 6 8 6 Fine Sand with Trace of Shell 7 8 15 8 9 3 7 8'- 12' Bluish Gray Fine Sand 3 2 10 with Traces of Shell Fragments 1 1 3 12 _ A 14 3 3 5 2 2 16 12' -20' Dark Gray Very Silty — 18 Fine Sand — A i 20 2 3 5 2 2 A 24 7 9 NU I I '26 12 15 21 20' -35' Bluish Gray Fine A 28 Sand with Some Shell — -- 30 Fragments 17 20 43 23 25 32 _ — A 34, 18 20 42 36 22 2s '38 '40 Water Level: 510" BEGL i As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients, and authorization for publication of statements,conclusions or Mark A. ]Relfno,-r: extracts from or regarding our reports is reserved pending our , �e written approval. Florida E kering&160 i A=Au ger/Straight Rod Florida R ,Ack. 48W %2 � P, Ref=Refusal Certificate eihQ�Pi, 3,$923 BEGL=Below Existing Ground Level 0=Weight of Hammer lNi,.r' 7 A�,�,� ... �^u max£"F ,e °,'trl,yw t `^at„�'. .t� F•k's.;,„ r'ti.t' :`1?^t"^ "r f f y 3 ,,,, � ��yds"td'� ^L�,''�' �.;'�� ,.+ hCr'�bw�,k• t� �`}DiF. �� ;s 1 .. .as�3 e.' ytt' F. sw �dF yt �`�1;hb��.,85�ra...... ;?.� � � ,. S� •� x� a� w � n! •�� 4 ice+ �.(j� '}y � �,x �� r i 1 � � Al 9 FI-ORIPA GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s)to be performed after building pad(s)are staked out. a As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. i • It is the client's responsibility to provide adequate safety for the site and personnel. KEY CLASSIFICATIONS & SYMBOLS f Correlation of Penetration Resistance Particle Size j with Relative Density and Consistency Boulder >12in Cobble 3-12in Dynamic Cone Standard Gravel 4.76mm-3in j Penetrometer Penetration Relative (Penetrometer (Hammer Sand 0.074mm-4.76mm Dens i Silt 0.005mm-0.074mm Resistance) Blows Clay <0.005mm 0- 10 0- 3 Very Loose 10- 25 3- 8 Loose Sands 25- 45 8-15' Firm Modifiers 4 45- 75 15-25 Very Firm 75-120 25-40 Dense 0-5% Slightly Silty/Clayey >120 >40 Very Dense 5-30% Silty/Clayey j 30-50% Very Silty/Clayey 0- 6 0- 2 Very Soft 0- 2% Very Slight Trace Silts 6- 15 2- 5 Soft 2- 5% Slight Trace & 15- 30 5- 10 Firm 5-10% Trace Clay 30- 45 10- 15 Stiff 10-15% Little 45- 90 15-30 Very Stiff 15-30% Some 90-150 30-50 Hard >30% With 1 i i Rock Hardness Description I Soft Rock core crumbles when handled. Medium Can break core with your hands. Moderately Hard Thin edges of rock core can be broken with fingers. Hard Thin.edges of rock core cannot be broken with fingers. j Very Hard Rock core rings when struck with a hammer. FLO A LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., are conducted in a manner ANALYSIS AND RECOMMENDATIONS consistent with the level of skill and care ordinarily The Geotechnical report is prepared primarily to aid in the exercised by members of the profession currently practicing design of site work and structural foundations. Although the under similar conditions. No other warranties, expressed or information in the report is expected to be sufficient for implied, are made. While the services of Florida these purposes, it is not intended to determine the cost of Engineering & Testing, Inc., are an integral and valuable construction or to stand alone as construction specifications. part of the design and construction process, we do not In accepting this report the client understands that all data warrant, guarantee, or insure the quality or completeness of from the soil boring is intended for foundation analysis only services or satisfactory performance provided by other and is not to be used for excavating, backfilling or pricing members of the construction process and/or the construction estimates. The site contractor must familiarize themselves plans and specifications which we have not prepared,nor the with the job site conditions. ultimate performance of building site materials. As mutual protection to clients,the public and ourselves, all Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports are submitted as the confidential property of clients, reports. Soil variations may exist between borings and may and authorization for publication of statements, conclusions not become evident until construction. If variations are then or extracts from or regarding our reports is reserved pending noted, Florida Engineering & Testing, Inc., should be our written approval. contacted so that field conditions can be examined and recommendations revised if necessary. SUBSURFACE EXPLORATION The Geotechnical report states our understanding as to the Subsurface'exploration is normally accomplished by test location, dimensions, and structural features proposed of the ' ! borings. The soil boring log includes sampling information, site. Any significant changes in the nature, design, or description of the materials recovered, approximate depths location of the site improvements must be communicated to j Florida Engineering&Testing,Inc,, of boundaries between soil and rock strata and groundwater so that the Geotechnical data. The log represents conditions specifically at the analysis, conclusions, and recommendations can be location and time the boring was made. The boundaries appropriately adjusted. between different soil strata are indicated at specific depths; however,these depths are in fact approximate and dependent CONSTRUCTION OBSERVATIONS upon the frequency of sampling. The transitions between soil stratum are often gradual. Water level readings are Construction observation and testing is an important element made at the time the boring was performed and can change of Geotechnical services. The Geotechnical Engineer's Field with time, precipitation, canal levels, local well drawdown, Representative (Field Rep.) is the "owner's representative" and other factors. observing the work of the contractor, performing tests, and reporting data from such tests and observations. The Regardless of the thoroughness of a Geotechnical Geotechnical Engineer's Field Representative does not direct exploration there is always a possibility that conditions may the contractor's construction means, methods, operations, or be different from those of the test locations; therefore personnel. The Field Rep. does not interfere with the Florida Engineering&Testing, Inc., does not guarantee any relationship between the owner and the contractor, and subsoil condition surrounding the bore test holes. For a except as an observer, does not become a substitute owner more accurate portrayal of subsurface conditions, the site on site. The Field Rep. is only collecting data for our I contractor should perform tests pits. If different conditions Engineer to review. are encountered, Florida Engineering & Testing, Inc., shall be notified to review the findings and make any The Field Rep. is responsible for his/her safety only,but has 1 recommendations as needed. no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep.does not feel that LABORATORY AND FIELD TESTS the site is offering a safe environment for him/her, the Field Rep.will stop his/her observation/testing until he/she deems Tests are performed in accordance with specific ASTM the site is safe. The Field Rep. is an important member of a Standards unless otherwise indicated. All criteria included team whose responsibility is to observe the test and work in a given ASTM Standard are not always required and being done and report to the owner whether that work is performed. Each test report indicates the measurements and being carried out in general conformance with the plans and determinations actually made. specifications.