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WS-14-2348Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225428 Permit Number: WS -10-14-2348 Scheduled Inspection Date: December 18, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: OLASO, M CLAUDIA Work Classification: Window/Door Replacement Job Address: 55 NE 99 Street Miami Shores, FL Phone Number Parcel Number 1132060131290 Project: <NONE> Contractor: ALPHA WINDOWS & DOORS Phone: (954)781-5180 isuiming Department comments REPLACING 3 WINDOWS AND 1 DOOR ALL IMPACT Infractio Passed Comments INSPECTOR COMMENTS False December 17, 2014 For Inspections please call: (305)762-4949 Page 22 of 29 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222263. Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 17, 2014 For Inspections please call: (305)762-4949 Page 22 of 29 Miami Shores Village OCT 2 3 2014 Building Department w 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 201® BUILDING Master Permit No. P RMIT APPLICATION Sub Permit No. 7BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS .408 ADDRESS: �� "1 � s-1 City: Miami Shores County Miami Dade ZiD•3b Folio/Parcel#: 1 i " 300(a '���• a n —is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) Ctiat 0 n 0 I Oso Phone#i �s��� / City: tQlVriu State: iq_ Zip: �58 1'�a Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: sl,'A'nv1 I A _QC State: Zip: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: of Competency #: Address: City: State: Zip: Value of Work for this Permit: $ (o. (DLAIS ` Square/Linear FFoo age of Work: Type of Work: ddition ❑ Alteration ❑ New E Repair/Replace Description of Work: �QC ❑ Demolition Specify color of color thru tile: �\ Submittal Fee $ Permit Fee $ 1'40,1CCF $ `-4' , �� CO/CC $ Scanning Fee $ �` Radon Fee $ DBPR $10 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The for ing instrument was acknowledged before me this day of °"'v0 20 % by Ql . Ql \h who is personally known to me or who has produced r ---y>1 I - as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4(t Cb 14�1 U��dwt Seal: ��011: k NCOLEOBERRENDER MY COMMISSION # FF 112175 * * EXPIRES: April 13,2D18 B0*nR8Ud0N0WySoto APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this day of �" 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t C� Seal: Plans Examiner Structural Review EXPIRES: April 13,2D18 Bonds ft8udgetNQWYSff" Zoning Clerk RICK SCOTT GOVERNOR N, SECRETARY ::....An:OF FLORIDA ., s, . !: �'W b ■ is '. y.., � - "i'. •. a r �.:� � A � : ;�.. � !: a RICK SCOTT GOVERNOR N, SECRETARY ::....An:OF FLORIDA Mailing Address: WINDOWS & DOOR$ 590 SW19 TSRR STE 1 PO BEACH, FL 33669 lto'ceipt SI -11-0000150 Paid 07/24, 27,00 din Mailing Address: WINDOWS & DOOR$ 590 SW19 TSRR STE 1 PO BEACH, FL 33669 lto'ceipt SI -11-0000150 Paid 07/24, 27,00 s , OL.ASO RESIDENCE 55 HE 99 ST. & HorWmW Ro9w Window 101' x 03114" 801.80 NOA 14-0107.08 FLORIDA ROOM ENTRY LIVING ROOM • •000.0 BEDROOM ---L --------------------- �-� I I - , , , , ,��� 2. Horb=vbd Roar Window ( 111°x6060 P 4. Hork=W RoOw Window Sam 63" x 6o 618' NOA 14-0107.08(�76PS . �os pow) MI NQA 14-0107.08 7112" x 81 12° FL 1621G.R3.1 W is kws " `L)Q" Mvar BF imst lfft— 5 f4 n a 5 a a 5 1 t=qh-(GC� V(mph) 175 1620 FBC dor HVHF, or Fig. 263-1a Risk Ca gory B Table IS -1. pap 2 Expwme C 3ecgon 26.7 Kd 085 Teble 26.6.1, page 250 Kzt 1 Fig-26.8-I,page252 GCpi 0.18 -0.18 0.55 pi%hofraof 3112 14.0dew- &eta 14.0 degrees Specialty Engineering Consultants, Inc. 1590 SW 30 Avenue, Suite PLO Boynton Beach, FL 334328 a FL CA80002'17 aa� IAIhN V010C a (n South Flo e Bede Bmwmd Palm Beach Rink CeL 1 1 165 156 1 I66 I Low d*toI - sleds Risk Cat2 1 175 1 170 1 170 1 8' Fsail Readeaaes Rink CeL 3&4 1 186 1 180 1 180 1 Feral Faci7ides • ••• •• ••• • ••• • • • • • • • • w • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 1-� Area of Areaof Arca of Aroa 17 Ams of Ana of Areaof Ams of Area of Area of Area ad f0.0 of Mod 20.0 sf 25.0 of 30.0sf 35.04 40.0 sf 45.0 of 50.0 sf 55.0d 60.0af Mean Road Holald Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 6 Zone 4 Zone 5 Zone 4 6 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 362 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 -422 -51.3 -43.4 -53.6 -41.4 -49.8 -41.0 -49.0 -40.6 48.3 -402 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 372 _ 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 -54.4 -42.8 -52.0 -44.0 -54.4 42.0 -50.5 41.6 -49.7 -41.1 -48.9 40.7 -48.2 -40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 372 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 -43.4 -52.7 -44.6 -55.1 42.5 -51.1 -42.1 -50.4 41.7 -49.6 41.3 -48.8 -40.8 48.0 -40.4 -47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 372 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 1 40.9 47.8 40.5 47.0 40.1 1 -46.2 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 45.7 -56.4 43.5 -524 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 -40.5 46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 46.2 -57.0 44.0 -529 43.6 -521 43.1 -51.3 42.7 -50.5 423 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 -46.6 -57.6 45.3 1 -55.1 46.6 1 -57.6 44.4 1 -53.5 -44.0 1 -52.6 43.6 -51.8 43.1 1 -51.0F-444.3 -50.2 42.3 49.4 41.8 -48.5 41.4 .47.7 _ 43.4 - 43.4 410 410 43.4 43.4 41.1 41.1 40.7 40.7 402 40.2 39.7 39.7 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 47.1 -58.1 44.9 -54.0 44.4 -53.2 44.0 -513 43.6 -51.5 -50.7 417 49.9 42.2 49.0 41.8 46.2 43.8 43.8 42.4 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 47.5 -58.7 45.3 -54.5 44.9 -53.7 44.4 -52.8 -44.0 -510 -51.2 43.1 -50.3 416 49.5 42.2 48.7 44.2 44.2 418 42.8 44.2 44.2 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 39.5. 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 48.0 -59.2 45.7 -55.0 45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -51.6 43.5 -50.8 43.0 49.9 416 49.1 44.6 44.6 43.2 43.2 44.6 44.6 42.2 412 41.8 41.8 41.3 41.3 40.8 40.8 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 48.4 -59.7 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 -52.1 43.8 -512 43.4 -50.4 419 49.5 45.0 45.0 43.5 43.3 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 48.8 -602 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 1 -52.5 44.2 -51.6 43.7 1 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 45.3 45.3 419 42.9 414 42.4 42.0 410 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 492 60.7 47.8 -58.1 49.2 -60.7 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 -44.6 -510 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 X044.2 0 • 45!1 4511 0 45.3 6043.3 418 418 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 61.2 48.2 • -58.5 •495 • 1. • .2 • -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 .4 -51.6 44.0 -50.7 46.0 46.0 44.6 044.6 •460 416.00 • •41..6 0 43.6 43.1 43.1 42.6 42.6 411 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 49.9 61.6 48.5 Is AFA.0 •49*9 %1.* • .6 •-57.2 1 47.1 -56.3 1 46.6 1 -55.5 462 -54.6 45.7 -53.7 45.2 -$2.8 -44.8 -52.0 44.3 1 -51.1 46.3 46.3 44.9 44.9 46.3 463 43.9 43.9 43.4 43.4 42.9 419 414 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 62.1 48.9 -59.4 -50.3 62.1 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 -46.0 1 -54.1 45.6 -53.2 1 45.1 1 -513 44.6 -51.4 • ••• •• ••• • ••• • • • • • • • • w • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 1-� MIAMI.:DA MTAMt DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 ROARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) mm.mianddade.gov/moomy T. M. Windows LLC 601 NW 12'' Ave. Pompano Beach, FL 33069 SCOPE: i •' • • • ... � • This NOA is being issued under the applicable rules and regulations governing Xq ase of Tivotction,„,;, materials. The documentation submitted has been reviewed and accepted by MWW4We County RER -. Product Control Section to be used in Miami Dade County and other areas where alk*ved by tie Axthority: .... Having Jurisdiction (AHJ). 0 a . .. ..... This NOA shall not be valid alter the expiration date stated below. The Miami -Dade qAW ProOltct Q)ntroI• •' • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade t!btfilty) resertre the right! to have this product or material tested for quality assurance purposes. If this pr(;Jj teor material fails to : • perform in the accepted manner, the manufacturer will incur the expense of such testing and t{�e• may, immediately revoke, modify, or suspend the use of such product or material withid lbeirZurisdictW” Fd= reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prodush. Control Section that this product or material fails to meet the requirements of the applicable building code. 'Phis product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window —L.M.I. APPROVAL DOCUMENT: Drawing No. W08--81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09119/08, with revision D dated 11/15113, prepared by Al—Faroaq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 of NOA. 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 revises and renews NOA# 12-0321.02 and consists of this page 1 and evidence pages E•1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No W0841, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prilwU by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.R.. • 0 0000.. 0000 B. TESTS 0000.. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pejIMC TAI'202f94 2) Large Missile Impact Test per FBC, TAS 20X; Y4 . •. 3) Cyclic Wind Pressure Loading per FBC, TAS 2W--94 '..'.: 4) Forced Entry Test, per FBC 24113.2.1 and Tikjd 02-94 • along with marked -up drawings and installation diagram of an hlumilium ShriAital rolling window, prepared by Fenestration Testing Laboratory, Ap f1pst Repq*no. FTI -5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. ..:. (Subirtltted under NOA No. 09 1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 3. 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 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NDA No 09-0105.02) 4. 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 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0128 01) �- E-1 0000.. .006.0 0000.. 0000. 0000. 0000.. 0000.. 0000.. Manuel Pe .E. Product Control mlner NOA No. 14-4147.08 Expiration Date: • May 13, 2019 Approval Date: February 20, 201.4 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coN wum) S: Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 % • • • % • 4) Large Missile Impact Test per FBC, TAS 241-.93; • •... 5) Cyclic Wind Pressure Loading per FBC, TAS 2013-94 %060S 6) Forced Entry Test, per FBC 24113.2.1 and 3i.�•202--94 • along with marked -up drawings and installation diagram of anAN&= l�ov octal rolling window (XOX), prepared by Fenestration Testing Labol�py, Inc., Fest . Report No. FT1-3946, dated 11/04/03, signed and sealed by &Vvado Lafgabs ada, P.E. •.•••• • (Submitted under NOA No. 04-0120.01) • • • ...... 00 0 • • • •• • 0000 C. CALCULATIONS 00 :0 1. Anchor verification calculations and structural analysis, complying with FBC4007, revised and updated to FBC-2010 on 02/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA#091110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasS Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Satlex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No.134126.20 issued to Allnex USA, Inc. for their "UvekolO S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealed by Javad Alnnad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underprevious NOA#12-0321.02) ' - J Manus Z07.108 es, .E. Product ControlPer,04 er NOA No. Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09 1110.02) :...:. 4. Laboratory compliance letter for Test Report No. FT1,5457, iss�u�e ley Fend tion Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Q+%S. Ri ,1'.E- ..••:• (Submitted under NOA No. 09-0105.02) 000000 .. ; 4. Laboratory compliance letter for Test Report No. FT"459, ivftfty Fe&Wd-kon ' Testing Laboratory, Inc., dated 02/21/08, signed and sealed by ae 1 R.-%enzgl, ;,;,, • P.E.. . .... .... ...... ' (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FU -3946 ;nd F!L-3"5,tWued by Fenestration Testing Laboratory, Inc., dated 11/04 -13/03, botch signed anq;f0ed ; • • • •; by Edmundo Largaespada, P.E. ..:. (Subinitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. Window, LLC, for their Series 69805" Aluminum Horizontal Rolling Window=- L.M.I., approved on 05/13/14 and expiring on 05/13/14. l% Manuel PerPZI Product Control EianWer NOA No. 14-0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E-3 3/16' ANN. GLASS 3/16" HEAT STREWD GLASS 090" Interlayer ,120" Interloyer Stifles Clear And Color Mom Uvekol S By 'Eostmsn Chemical Co.' Sy 'Cytec Industries, Inc.' 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS SILICONE GE ROS7700 $ _ _ Dow CORNING 995 s Pcv 7/16' OVERALL CLASS TYPE ,A, HEAT STREN'D GLASS 090" Interlayer —DuPont Sentry0las BY E.I. DuPont De Nemours & Go., Inc.' 3/16' HEAT STREN-0 CLASS SILICONE rOE RGS7700 DOW CORKING 995 7/16' OVERALL GLASS TYPE 'B, ANN. GLASS 120' Interlayer Uvektil S By 'Cytec Industries. Inc.' 3/16" ANN. GLASS SILICONE rOE ROS7700 DOW CONING 995 i 1/2' OVERALL GLASS TYPE 'D, GLAZING OPTIONS SERIES 80S ALUMINUM HORIZONTAL ROLLING 1M. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COM13INATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS U51NG MIAMI -DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. AWL. ANCHOR RE00. FOR INSTALLATIONS IMO WOOD STRUCTURES OR THRU MOOD BUCKS INTO UASONRY 3/16" HEAT STREWD GLASS 01d88 TYPE 'B' ,120" Interloyer MAX. Uvekol S FALSE MUNTINS Sy 'Cytec Industries, Inc.' HEAP/SILL 3/16" HEAT STREN'D GLASS 3" SILICONE 9 GE RGS7700 2 DOW CORNING 995 s 1 55.0 79.0 13 1 � III 0 �I ' ii 1/1' OVERALL GLASS TYPE 'C, HEAT STREN'D GLASS 090" Interlayer —DuPont Sentry0las BY E.I. DuPont De Nemours & Go., Inc.' 3/16' HEAT STREN-0 CLASS SILICONE rOE RGS7700 DOW CORKING 995 7/16' OVERALL GLASS TYPE 'B, ANN. GLASS 120' Interlayer Uvektil S By 'Cytec Industries. Inc.' 3/16" ANN. GLASS SILICONE rOE ROS7700 DOW CONING 995 i 1/2' OVERALL GLASS TYPE 'D, GLAZING OPTIONS SERIES 80S ALUMINUM HORIZONTAL ROLLING 1M. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COM13INATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS U51NG MIAMI -DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. AWL. ANCHOR RE00. FOR INSTALLATIONS IMO WOOD STRUCTURES OR THRU MOOD BUCKS INTO UASONRY 11/16"; OVERALL D1SI('LAn'. CLASS TYPE T. MAXIDIUAT DRBIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GRASS TYPS 'A' 01d88 TYPE 'B' OL6fS TYPE 'L'' GLASS TYPB 10' 1 OUJd S 'PYP& '8' MAX. e" Lw. FALSE MUNTINS 6" EAD SILL HEAP/SILL (SURFACE APPLIED) 3" CORNERS MAY BE lISEO A 1 55.0 79.0 1 79.0 1 II ' ii is a � _- -,i •/ iI _ it / + � i m » c + ca u 1 I 1/8" TEMP. CLASS I t/a" AIR SPACE , =_� ice 11 ,I n 1/8' ANN. GLASS .090" Interlayer 1 - Saflas Clear And Colo. Glass 1 By 'Eastman Chemical Co.' 1/8" ANN, GLASS 32 7/8" S9JCONE O.L. OPO. D.L. OPO. /DDOW CORNWO 995 37 1/2" m 11/16"; OVERALL D1SI('LAn'. CLASS TYPE T. MAXIDIUAT DRBIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GRASS TYPS 'A' 01d88 TYPE 'B' OL6fS TYPE 'L'' GLASS TYPB 10' 1 OUJd S 'PYP& '8' EXT.(+) tM.(—) EYL(+) 1NT.(—) EXf.(+) 1NL(—) --(+) INQ—) 80.0 1 90.0 90.0 130.0 90.0 90.0 1 55.0 1 55.0 79.0 1 79.0 LOADS SHOiYN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY M TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETALS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 • FLORIDA SEC. GUSTS ) ANDFLORIIDABUIWIN`I •"e�DA�Eli�-bEC-219 •• �T�H WM0016SI�I�R L"`il & SMALL MISSILE IMPACT. • 7i Q • • Eatir. JA Pa. L4tUDUCiRBVISIiD FM. PIE l570S82 as comrdying with Uw"Wida • ••• • S 38 • A No • • 0 , • • • • r � �.. . • tlspWtton Date j�f fob • •• �1• R• •• M PmdaMCoabol�. J ••• • • • • ••• • • • • • • • • • • • • A. • •• •• • • • •• •• • • ••• • • z g0 Qi 8 Mt a �a Hilo S 3H� 9- drawing no. W08-81 WOOD STRUCTURES OR THRU WOOD BUCa INTO MASONRY 10 1/4" FAI SE MUNTNS3" Hrm\std MAX, 8' 1810,W S� B PU ) ` (w1 �7 AT FOL LRE HEAD\— NFA - A -T brma MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN MOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' BLAS TYPE 'C CLASS TYPE 'E' EM.(+) INT.(-) EXT.(+) IM.(-) EXT.(+)INT.(-) 80.0 1 90.0 90.0 130.0 90.0 1 80.0 79.0 78.0 LOADS SHOWN ABOVE ARF. FOR WINDOW VENTS WITH SPRING LOAOEO ALUM LATCHES, FOR METALUC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. ==1 °==cg =- --ter---'t _= *--^-rr•-- 11 O 11 I1 V tl tl .1 1 II � 11 �,I II _ IL _JL _- 1 II U_-- II 11 --JL __.. I; 1• 1� �I 1 l 32 7/8" 33 1/2' 32 7/8' D.L. OPG. D.L. OPG. O.L. OPG. 37 5/8" 37 5/8' - A -T brma MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN MOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' BLAS TYPE 'C CLASS TYPE 'E' EM.(+) INT.(-) EXT.(+) IM.(-) EXT.(+)INT.(-) 80.0 1 90.0 90.0 130.0 90.0 1 80.0 79.0 78.0 LOADS SHOWN ABOVE ARF. FOR WINDOW VENTS WITH SPRING LOAOEO ALUM LATCHES, FOR METALUC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. XDX R17ES =ULL DESIGN LOAD RATING - P FOR SIZES SHOWN ABOVE OR SMALLER LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOW TO *80.0 PSF. •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• • ••• • S:(44PAtITO ON• gt1 :RE • ED•ON ASTW"3 9 (3 SGC. GUCA) AND FLORIDA BUILDIING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • F-wYAC ww PRODUCTREVLSED ,F FLA PE S# 70508Cp01nly�vithlt•IPIoTIIda gulldW•CAN, 3578Av cif l ' ,Aei/G +C��•��f� MTam dePmduetComrot' drawing no. f' �ahaet 2 of 7 TYPICAL ANCHORS - TYPICAL ANCHORS SEE 15Y FOR SPACING SEE ELEV 000 , METAL FOR SPACING E41CK I STRUCTURE F----------- -- =--- -� m tos• I i MWIdI=oAoe eouriTY AvpRovEo i' Z p10 X 3 fl' PH SMS t MULLION & MULLION ANCHORS I a' A .° . a, a a, a 5 3 PER CLIP E 11/IS.O .J = s �1 INSEE SEPARATE NOA r MAN. Og cy r 14 4' LONG SEE ELEVTYPICAL . WIND I= CLIP L=rrTCHORS FOR SPACING FOR SPACING IL tb s r I WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. i SEAIA N -M TYPICAL.. ANMO.R,S; sm ELEv. FoR sPAcmG I ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4" +,SIA. ULTR = BY 'ELCO' (Fu -177 RE, FY -155 Xm) 01 a i i SILICONE OR ACRYLIC SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES lit t.�j O i o1-1/7' MIN. PENETRATION INTO WOOD } WEEPHOTAS, ci GOING. OR MASONRY. Wt 1-1/4'.X 1/4" WEEPHOLES WITH PLASTIC BAFFLE THRU 10Y DUCKS INTO GO ¢ = a o 1-1/4' MIN. EMBED INTO CONC. OR MASONRY AT 4-7/8" FROM EACH ENO AND AT MIDSPAN � 2 � W2 = 1-1/4' X 1/4" WEEPHOLES DIRECTLY INTO GONG, OR MASONRY TU 7y AT 4 7/8" FROM EACH END AND AT MIOSPAN 1-6/8' MIN. EMBED INTO CONC. OR MASONRY d N D3 r W3 2' LONG WEEP NOTCH AT EACH END Z p W4 1" LONG WEEP NOTCH AT 32' FROM EACH END 1/4" TEKS OR SELF DRILLING SCREWS (OWE 5 CRS) z INTO METAL STRUCTURES a w STEEL : 0.105" MIN. (Fy - 36 KSI MIN.) O ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) h h r r+ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i v 014 SMS OR SELF MLLING SCREWS (GRADE 2 CRs) tg 12" LONG SIU.CUP ADAPTER INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8- _ (NO SHIM SPACE) gg TYPICAL EDGE DISTANCE b3 5 INTO CONCRETE AND MASONRY - 2-1/2- MIN. 3 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. $ W3 a CONCRETE AT HEM, SILL OR JAMBS T'o - 3000 PSI MIN. C-90 HOLLOW/=ED BLOCK AT JAMBS fm - 2000 PSI MN, W4 tp •• ••• • • • • • •• c 2 y m • • • • • • • • O ¢ m O O 'a Eagr. ASAAO PRODUCT REVISED44 t a • e ' �,,,,,,. Ot1Al es complying T1di6 the 14M.— o I FUl PE 1 78552 BOOdt� Coda $ \ $ v • • • • • • • • • • • • CAN, 9SJ5 AcceptavcO NO �1 8, 1 " • • • • • • • • ReiMiOO Date JCf ,� ANCHORS -e •°' a i zA iOREL v P.. , ••• • • • • • • pq g y'.. v'• i • • • • • • • • • • and 8Y n ' ° ' o • • • • • • • • • • r 5"'. Miami P ct drowin no. VM AL �� • • 000 • • • Y!1 3 PER CLIP I, TWOS -81 �✓ sheat 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,YPU TYP fQy'u 0 � F 116 XO LAYUU'1' OX OPPOSITE CAL ANCHORS a". SPACING i PAjVM 1COA• • • • • �: ms=s, • VENTS IVITII. � g < a, o 0 • 4 • I • • • • • SPRI1�tG LOADED LATCHES � E.On dAYAO V1D PRODUCTREVISUD e • 11 11 - FIAPE 17Oaa as com@ISh�g wi11+16oFlwid9 • • • 1 i N • • • . • CAN. 39.78 Banding odNO 1 I I I• t t 1 fl ,.. Eaytintioft Data ►q $ 5 1�—•--•--.SCREWS OPT.Ast3 N • 99}79 • • L__al • • • • •• q{laroi P t• drawing no. EXTERIOR WO� 8-81 MY WIDTH WINDOW WIDTH ti sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• TYPICAL S FOR I TYPICAL n AU ldlitllil- OX OPPOSITE 1/4' SHPA @ VENT WIDTH `) VENT WIDTH MAX. OPT. EXTERIOR WINDOW WIDTH XOX LAYOUT M4Ug—RADE COUNTY APPA,D MULLION SEE SEPAF•T• N0i{• • r=� SCREENS • • • •• • • • • •• 0 • 4, ••• • u e--r->r- � FXTF.RIOR WINDOT9 wiID1H ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. V,v v., v. v .4 TTYPWAI. ANCHORS SEE ELEV. a FOR SPACING 4 C •• g vENTs �ITx ,. g a m � o SEF LATC�IES gq Engr MVAC Map PRODUCT R13VMED DIM ae Or lying widt Tho Pitctt FLA PE j 7 " 'wilding Gude 8 CAN. •3ff99 Mkeplaaro No . li�guratioa Die � � $ .+1 er 5 Adlw 4 do oaad / drawing no. i W08-81 . LSiteet S Of I) FRAME HEAD 1.48L1 .077 .313 .989 1.420 _f SILL TRACK 1.071- .062 255 �7YP. .929 SIU_ CUP ADAPTER FRAME SILL TOP 1.375--W I 1.000 .0625 750 .see -L 1.250 .125 1.000 14 WIND LOAD CLIP 6� TDP & BOTTOM RAIL ,' r 1.750 .054 .126-P 1 2.201 1.375 is MTG. STILE REINF. .065 1.000 500 2.312 107- 7 JAMB STILE .128 000 d312 1fi FIX. STILE REINF. 9.2961.375 1.235 D52 an MEETING STILE 12 VENT LATCH I= PART 0 9UAN71TY DSBCRFFMN RXEM T.-./SOPPLIEB/REbL1RXS 1 2 TM -130 TM -1339 1 1 FRAME HEAD FRAME SILL BASE ---. -.�. 8483 -Te =_. .... .. 6083 T6 .. 3 TM -134 _ 1 FRAME SILL TOP T 9083-76 - --�V 4 1k-132 AS REOD. _ FRWE JAMB - VW 8083-76 8 TM -131A AS RECO. FRAME JAMS - FIXED 0083-T6 - - 6 TM -138 2/ VENT TOP AND SOTtOM RAL5063-76 - 7 _ 4-139 1/ VENT JAMS STILE _..^ 6083-78 e 1M-140 I/ VENT MEETING STILE 8083 -TB - 0 TM -137 1/ VENT_ FR SERE {SPRING LOADED LATCH) 6083-15 - 9A 10 TM -137A TM -13S 1/ VENT 1 I'= STILE (SWEEP LATCH) SILL TRUX INSERT 6063-76 - 6083776 - 11 TM -136 1 - BILL CUP ADAPTER. 12• IANC 6083-76 AT UM STU LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH. 3-1/8' LONG 8083-T8 AT MID SPAN 12A ..- .Y•. 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 128 18 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TLI-141.0 AS REOD. GLAZING BEAD (LAMINATED CLASS) 6083-T8 - 13A TM -181 -� AS REOD. GLAZING BEAD (OOA. IAM. GLABS) 6063 -TB - 14 TM -154 AS RECD. WPID LOAD QIP. 4' LONG 8083-T6 - 18 18. .. .... - 1/ STILE 2/ STILE MEL m STILE REINF0Rallo FMD STILE REINFORCING 6083-76 - BO83-TB - 17 W31225 AS RECD. FIN SEAL VISTWPPING (.770' X .720' Hdt) YM - 18 W43371 AS RECD. FIN SEAL WVRPPINC (.L87' X .370` HIGH) WOOL - 19 _ W43201 AS RECD. FIN SEAL YlSRBPPIN6 .167` X .200' HIGH) WOOL 20 P8043 - ADHESIVE BACK CLOSED CELL. FOAM - 7/8' X 1/2' X 1-7/10' LONG 21 - 2/ VENT VENT ROLLER HOUSING &GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER/WHFn .-- BRASS - 23 012 X 1- 2/ CORNER FRAME AMMMY SMVS - P.H. PHILLIPS SMS 24 25 010 X 1' - 2/ CORNER 1/ LATCH VENT ASSEMBLY SCREWS VENT LATCH SPRING - P.H. PHILLIPS SMS ST. STEEL - 28 W311TS AS REOD, _ FIN SEAL WSTRIPPINC (.187' X .175° FBCIH) WOOL - 1 27 7M-IS1 1 SAL RISERI SILL RISER 6063 -T8 -T8 - 7.317 .Ogg 1.F ' '� 1.2. 2.312 ^ca }� 1 1.237 .OIOID .435 .802 .400. 400 -L .183 .640 004 .5D0 --� }.780 e STILE TILE (SPRING LATCH FlX 1.750 8A IXSWEEP LATCH FED STILE ( } .823.023 13 GLABEAD (LAK M• C GLASS} �4 �1 �� GLAZING BEAD (WSUL. LAM. GLASS) FRAME SILL BASE FRAME JAMB - VEIN' I V FRAME JAMB - FIXED • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'REVISED a8 Wia *0 Plaida Witt sMt) Data �i drawing no. W08-81 • • • • • • • • `p82 •• ••• •• • • • as 1.819 1•� fagr. JAVAO,AHVI CIVIL FLA PE • • • • • • • • . CAN.38J8 •.AN3.7 27 SIL L . Go@ RISER • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'REVISED a8 Wia *0 Plaida Witt sMt) Data �i drawing no. W08-81 #10 M2 12 Y SC 1/4* PH. SMS. I I' �A4S BEVY SCRP� SbiS. AS MB k I' PR. s+s. {�V AS`S 2� ASSEMBLY SCREVl5 \ I V h �I FRAME TOP CORNER to .. FIXED MTG, ML TOP CORNER R VENT TOP CORNER tM (a) B12 = 1 1 a" PK SATS. (J ASSEMBLY 5 ri. J 4j �a 5 _ �FQ D6 Z ZO7�. ado Z C a (Z) X110 k 1• PK sm. $ .,` ASSEfoe 0 MBLY SCREWS of 0 0 00 s • •• • • • • • o<m�o • • • • 4TXL�D MTG!RAIL BOTTOM CORNER I Ee M-0 PRODUCTRRVI.SP.D CML th the lgwma FLA. PE RR 70997 iIIlRdl� Code • ((7� x 1• PM. ems.• • • f • • • CAKy938 AcecPlmtN NO )'4-O 10 Crag .8' FRAME BOTTOM CORNER 0my SCREE • • • • • Expin�tkn Dote 4q VENT BOMM CORNS • • •• • • • • • o• • • BBV '0 �� 3 • • • • i' � r Mi•id adoPr°&'°t ► �.} drmstng no. t' WO_8-81] 'l eheel of � • • • • • • • • • • r Flgrida Building Code Online Page 1 of 3 Referenced Standard and Year (of Standard) Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 SOLS Home Log In I user Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications mcstaff I sm site Map Unica I Search 4. ;Product Approval 2<_ USER: Public User Product Approval Menu > Product or Application Search > Application List > Appikatlmr Detall FL # FL15210-R3 Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 • • rickw@rwbidgconsultants.com • • • • • • • • • 0000•• Authorized Signature • • Vivian Wrkjht 0000 • • 6 • rickw@rwbldgcotisultants.com 0:0 • • 6 • • • • • • • • • • 06••• 41• • 41 Technical Representable ScottJohrnson • • • • • • • 0• 000•• • • Address/Phone/Emall • 5200 W Century Blvd. • • • •• • ♦ • 0• • • • • • • Los Angeles, CA 90045 • • (440) 969-9773 Ext 18 • • • • 0 • • • • • • • • scotLjohnson@plastproinc.com • • • • • •• •• •• 41• 0000•• • Quality Assurance Representative Ron O'Connell 6 Address/Phorte/Email • 5200 W Century Blvd. • • 000000 • • • • • • Los Angeles, CA 90045 • • • • • (440) 969-9773 Ext 16 • 6 • • • •: • • • ronoconnell@plastpro.com • 41 6 • • 0000 Category Exterior Doors Subcategory Swinging Exterior Dow Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FLIS210 R3 COI Certificate OfIndependencema Referenced Standard and Year (of Standard) Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By http://www.floridabOding.org/pr/pr app dti.aspx?param=wGEVXQwtDgv3yWKJZlQ... 6/15/2013 Flgrida Building Code Online Florida Licensed Professional Engineer or Architect FL15210 R3 Eauiv of STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Data Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/0712013 Date Approved 06/11/2013 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15210.1 Ia. Smooth/Wood Grain/WhFm Wood 6'8 "ImpacC Opaque Fiberglass Single Door - Inswingfoutswing (X - Graln/Rustic/Mahogany Series O FiberglassConfiguration) Door Limits of Use fellation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INb-T. 15210.1!+�f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports • • SSSS•• Ocher. See INST 15210.1 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.1.odf • • • use limitations Installation Instructions and product particulars. Created by Independent Third PartyPYes • • 15210.2 1b. Smooth/Wood Gratn/White Wood '8 'Impact" Opaque Fiberglass Single Door with Sidelita*r S 1 - Graln/Rustic/Mahogany Series O Fiberglass Inswing/Outswing (OX or XO; OXO-Wsntggitsfions) 0000 mor • Umits of Use Instnilation Instn ohms Approved for use in HVHZ: Yes ELI 5210 R3 II INST 15210.2.odf • • • • • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E•43409 0 • • • Impact Resent Yes Created by Independent Third Party: " • • o • • Design Pressure: N/A Evaluation Reports Other. See INST 15210.2 for Design Pressure Ratings, any additional 815210 R3 AE EVAL 15210.2.odf• • `o •: 0 use limitations, Installation Instructions and product particulars. • • Created by Independent Third Party 15210.3 . Smooth/Wood Grain/Whits Wood WS "Impact' Opaque FiberglassDou r or without sid itas - rainJRustlr/Mahogany Series O Fiberglass Inswing/Outswing (XX; 0)0(0 - Cor Door Limits of Use Installation Instructions 490606 Approved for use in HVHZ: Yes FLI5210 R3 II INST15210.3.W • • • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E- 0 Impact Resistant Yes • • • • Created by Independent Third Party: as • Design Pressure: N/A Evaluation Reports • • • • Othe g ngs, any additional Other. See INST 15210.3 for Design Pressure Ratings, ft.15210 R3 AE EVAL 15210.3.odf use limitations, Installation Instructions and product particulars. Created by Independent Third Party: Yes 15210.4 . Snrooth/Wood rain to Wood 6'8 "Impact' Glaaed Fiberglass Single Door - Inswing/Outswing (X - Grein/Rustic/Mahogany Series 0 FiberglassConfiguration) Door Limits of UseInstallation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.4.pdf Approved for use outside HVHZ.• Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by IndependentThtrd Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.4 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.4.odf use limitations, installation instructions and product particulars. Created by independent Third Party: Yes 15210.5 Ia. Smooth(Wocd Grain/White Wood WS 'Impact' Glazed Fiberglass Single Door with SidelRe or Sidelites - Grain/Rustic/Mahogany Series O Fiberglass poor Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instrvctlons Approved for use in HVHZ: Yes FL15210 R3 11: INST 15210.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.5 for Design Pressure Ratings, any additional H_15210 R3 AE EVAL 15210.5.odf use limitations, Installation instructions and product particulars. Created by Independent Third Party: Yes 15210.6 . Srrrooth/Wood Grain/White Wood '8 "Impact' Glazed Fiberglass Double Door with or without Sidelites - Grain/Rustic/Mahogany Series O Fiberglass r wlrrg/Outswing (XX; O)XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes PLIS210 R3 fI INST 15210.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt P.E. 43409 Impact Resistant Yes Created by Independentthird Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.6 for Design Pressure Ratings, any additional R-15210 R3 AE EVAL 15210.6.odf use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.7 g. Smooth/Wood Gratn/White Wood '0 °ImpecC Glazed Fiberglass Single Door - Outswing (X - Graln/Rustic/Mahogany Series O Fiberglass Configuration) Door Umltas of UseInstallation Instructions Approved for use In HVHZ: Yes FL15210 R3 II Inst 15210.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.7 for Design Pressure Ratings, any additional FL15210 R3 AE Eval 15210.7.odf use limitations, Installation instructions and product particulars. Created by Independent Third Party: Yes 15210.8 SSSS•• • • • SSSS•• SSSS•• Soso* SSSS• SSSS•• • • SSSS•• •0000• http:!/wwvv.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQ... 6/15/2013 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vairko, Ft. 33593 Pinup 813.659.9197 Florida Board ofProfessional Engineers CerliHce ofAWharization No. 9813 Product C Sub Category Manufacturer Product Name Swinging pbstpro, Inc. Smooth t Wood Grain 1 White Wood Grain Exterior Exterior Door $200 W. Century Shrd. Rustic t Mahogany DOM Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.959.9773 InswhVPftw1ng - -linpacr Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 61620-3, Method ID of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Lhnftations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product angors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3, When used In the "HVHr this product complies with section 1626 of the Fbrida Building Code and does not require an impact resistant covering, 4. When used in areas outside of the "HVW requiring wind bome debris protection this product complies with Section 1609.1.26of the 2010 FBC and does not require an Impact resistant covering. This product meats missile level "D" and inatudes.Wind ZcW,( U Doses • defined to ASTM E 1996 and Section 1609.1.2.4 of the FBG. 0008• sees • e 5. For 2x stud framing construction, anchoring of these rants shall be the same as that shown for 2x buck mSSOW Construction • D so**:* S. Site conditions that deviate from tire details of drawing FL -15210.1 require further engineering anaol!iv A licensed @ngineer Ir... registered architect 000900 ••••• • • •• • • • 7, Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not mute water'infilMon requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations prot+ecteA by anAeduft or •• •• •• •s canopy such that the angle between the edge of ropy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. • • • Supporting Documents. • :Does* 1. Test Report No. Test Standard Testing Laboratory e o0n6d by 0000 TEL 01390365 TAS 201-94,202-94 & TAS 203-94 Testing. Evaluation Lab., Inc. Lyndon F. ScOWt, F.E. ETC -05-255-16776.0 ASTM D 636-98,638-03,1929-96 & 2843.99 ETC Laboratories Joseph L. Widen, P.E. ASTM G 28-96 ETC4)6-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC -07 21 -19303.0 ASTM D 635-98.638.03,1929-95 & 2843-99 ETC Laboratories Ben Meunier 2. Drawirm No. I Prepared by Sinned & Seated by No. FL -15210.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed kY Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. QuWWAssurances Certificate of Participation Issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17029,agd Guide 53. n =a A E1�yl H4,�i m r' ' "_ Undon F. Schmidt, P.E. Ft. PE No. 43409 "v 7x"14 PF 1596 Sheet 1 of 1 ' plastpro - 5200 W. CENTURY BLVD. CIL m Haw I WNPUM LOS ANGELES, CA 90045 Smooth / Wood train / Whft Wood Grain RusffC / Mahogany Stems 4 Fibergiass Door • • ••• WSWING ,/ OWSWING • • • • • IMPACr, • • •• • GENEM t. ft product hm been evducted crit is in compk nc a wits►the 2D14 tiorida BuMgCode FBC) dit#dwd � requkernenft h*jdIng the MO Ve*hy iharis IoW WA - 2. Product tans shah be as Wed and aced as shown curdetails: Anchor ernbedrnent to boss mateft PE$ shoD be beyond woD dressing or ducooi. 3. When used In the WW fltts product ownpiles wffh &edw 16U of the Paida B Mft Code and does not o ' @� require an irnperctmtstant 4. Wt*n used to *Mm of ft IMC mrauirirtea utid borne debris cyst tfem fhb nrQd mt with P Y 0 f . TO SW IS Ift W4 i45d0 W M.. �, t - r CIL m Haw I WNPUM • • ••• • • • •• •• • • • • • • • • • ••• • • •• • • •• • PE$ NUNN= 7 lKINKM MIRE ,.-; a .:.,, «. s .. W s,r i,a� a ,x H: -Al • • ••• • • • •• •• • • • • • • • • • ••• • • •• • • •• • 0.7a 28a v 0.4° � EXTr3iiOR Oe ypp° T IIN ar ---- a--- 3ppcq���y ,Y' •.�. � ;i b'. 'i, .. n 00" [ODI TOP RAIL > H VV '4 : a . �`• a : e . r (COMP.) g oil Ii 's') INTERIOR :;, ." i c g v CAP (P fC) HINGE STILE (LVL) LATCH ST[LE (LVL) CAP (PVC) ,' e,:: ;.`••`. >: { i 1 1 HOMONTAL CROW SECid N 35.75 MAX O•A. :; • , WIDTH � •' : S° 3 �p� 4 I�I!ERIOR EXTERIOR g gd, ^ X4Bi7 . 1..........- — a 'CORE :FO (PAYUEHANE- c aLb !UF�k' 1.4 PCF MIN.) 7 .. .... .:.... ... '.... :.U.KWUM .. Kws: NGNAIM $EE1E8 D WanLr. SMAMUN SERIFS ('9801 � 75 FlB62GtAss sKtN - aKwt 'Fas(PST) x T osRA 0011,. °B' (e8o q � , ".• . 4 o v, t SEE HARDWARE TABLE P LRVE� Flu SH S AMEK} 10.125° MIN. THIG) 0 DEaDMI., FUSUM 75 00 Hi3PPE AAUL4t-POW L0CM 3-POW TS NNE +50 ' e SEE HARDWARE TABLE W 1L P Mail-POW L0=1 TI MNBIM `s o 4. 75 COMP �� --" ---- --- See s9:eejsSilnd�bll�rtn4�Clsdei5s'i ••• • • • • • • • • • • • �� CROSS SEC39 ,� •• ••• •• • • • •• 2 mm ,�,/I6 T2 SOME JK N.T.S. P JK ma9*P ' • ••• • ••• • ••• ow. BY.. LFS ••• • • •• i i iDwmNO. • • • • • • • • • • F1—T52TQ.T • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1-1/4 MIN. 1 64{g' jTYP.j 'V An 4 4 GG JW a 2 1 C �Q14 INTERIOR a & LL 3 3 3 E 4 EXTERIOR 27 H p pd 1 ® 2 1 t-tl4MIN 8 4 4 4 3 HORIZONTAL CROSS SECTION ° 2 1} ® C 3 Stmvmw/lXwbbuek O.tS � B a Qi5° MNK lc, % ' �C''rySipNljG �•? ep e p L INTERIOR INTERIOR ` ` a ptn 7 40 y A. i z ° 6 e ° d • • • • • • • • • • �i S S ° ° `� ••• ••i ••i ••• i i ••• da move 92/16112 °a 11 % EJs7ER1C5R 9 EXTERIOR �• s� N.T.S. ° ° l.J E w�_ JK m I • ••• • ••• • ••• % Kd LCROS S L7P7 er fFS 3 EMB. MIN.UYP4 j �t y oye�L SECif • • • • • • • • �_ _ M; i-1/4 MIN. � �gypa,� _ • • • • • • • • • 3 � �� • ins�g � � • • • • • • • • • • o �Provad FL-15210.1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR f\\\\ »` _ WMIOR I VER77 AL CAM SWWN M EXTERIOR INTERIOR (E) EXTERIOR --T— INTERIOR INTERIOR 2N VERHCAL CROSS SWHON Shown yr/tx wb- a ° 4 e a '-S' VERTICAL CROSS SEC:BdON \ „ Shawn w/ ADA NvagloW .. .... . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • . .. . . • 609 .. INTERIOR d i a d . 8 _ d . navy, e32 18 t2 ° a N.T.S. ° � VER7tCrld CriOSS RCWN_ +. JK o FL -75210.1 MANUAL RAISED TONGUE GEAR SYSTEM ••• • • • • ••• • • 2X BUCK 1X BUCK 2X UUCK TX BUCK 2X BUCK iXBUCK S7R1 JAA 6 •�, er JK xc er FL -1521011 sr�5of9 gill55 , 60 5077 60, Rzi Q r �o a � �I y 63 �' MUCK 6$ . z m • • • • • • • • 1x BUCK H 5 • •• • • • • ••• •z • • g •• ••• •• e • • •• rtY2 1612 a s4XFa M.7.S. 5 oma wt Jtf w Yd & f irdmmiurn 30M • feecm ft LFS� 3 P1• tmk • • • • • • • • • • mmm FL -15210.2 fee 0 ••• • • • • ••• • • yP` ® TYP. HEAD & JAMBS MASONRY OPENING 2X BUCK –\ • ee. , .e. SE: HINGE L 2X BUCK DETAIL (fYP.) G 1X BUCK MASONRYT TYP. HEAD OPENING &JAMBS IP.AME �© 2Y, BUCK-� rrw 1/c 1.1/4" • • 2-1/3 ELCO Ifir �1-1/4" 1® 1TW Me r1-114" 2-5/8" ADA SILL .tl. ONLY •9e �a.. FRAMEANCHORM MasoM con*uc#on I 2X1 • u IXBUCK • 2X BUCK • r — 2X BUCK. T 2` I BUCK • • �4T�y 9!•1LT�ATf. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MOEDETAIL 9 ix 2X 14M WAX Outsvft 4.58° -•� h o 2A4' 213' —moi CQ:Y JAM% P. -j— I 4.58„ Fat � 5.62' � 5.83" � I n 4ST ISI 1st . ... ... • • • • • • • • • • ••• • • • • ••• • • • • • • . • • • • •• •• • • • •• •• ••• • 0 0 ••• • e 7` m1i1 QIPl�QR BOl�OAA SW1 PE65a i Z •va ev JK ars am DS FL-15210,i sr -4- OF 9 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •••• •• ••• • • • 000 0 AU OF A4ATL�id! 4 f�9 # MAIE�i! A T%BucKsc�=ass WOOD nn ppt 0 C >t B 2X BUCK SG - 0.55 WOOD $ C 114" MAX. SHIM SPACE d 1/4° X 2-3/4° PFH L3.00 OR tfW CONCRETE SCREW STEEL ,_k E MASONRY - $,142 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40 CONCRETE 1a G H 1 /4"X3 -3/d" PFH ELCO OR fiW CONCRETE SCREW 3/lb°x3-1/�PFti f1WCONCREtESCREW STEEL Sim o S 1/B' X i-3/4" PFH RCO OR LTW CONCRETE SCREW STEL L #8 % 2-1 /2' PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 _ MID FINGER JOIPINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4° X �' BUTT HINGE Sim11 #9 X 3/4" PFH WOOD SCREW SfEE I. 22 _ 3 POINT "fONGUE" MUL NT LOCKSEi (M9g. 8Y HOPPE) STEEL 57 } 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL S7 1$ GO MULTI-PdfNT 5E PLATE 1RiK ST S. LATCH AND DEADSOLT STRIKE PLATE (TONGUE SYSTEM] STEEL STEEL 27 LATCH STRIKE PLATE STEEL. 28 DEADBOLT STRIKE PLATE (SECURITY) S� 0 24 _ ADATHRESHOLD � MAIM 38 OUTSWING THRESHOLD A.LUM/WOOD a 31 OLJTSWING THRESHOLD ALUMIWOOD 32 OLRSWlNG THRESHOLD w ALUM/WOOD 33 OUi'SWING THRESHOLD ALUMICOMP 34 OUTSYJING THRESHOLD ALUWCiOD M/ 36 INSWING THRESHOLD ALUM/COMP 37 INSWINGTHRESHOLD ALUM/WOOD En 38 INSWINGTHRESHOLD AIJJM/COMP 40 _ DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETA!IS _ 55 #tOXt-1/�'PFH SCREW STEEL a r m • •• • • • • ••• • •• ••• •• • • • •• X02'98 92 � M.T.S. 9 • ••• • ••• • ••• vn EM JK CHY w LFS 3 • • • • • • • • • • • • • • • • • • m FL.�-15210.1 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •••• •• ••• • • • 000 0 57 BACKttdG PLATE STEEL 58 #8 X 2° PFFD WS S7 1$ GO MULTI-PdfNT 5E PLATE 1RiK ST S. 62 LOCK ASSEMBLY .-�...�--- --- STEEL •