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HomeMy WebLinkAboutREVISION 5-14-20.VATP,- \,-) OFFICE USE ONLY: u DATE FILED: REVISION FEE: A090IdQ�4o p � LOCATION/SITE ADDRESS: QUEENS ISLAND PRESERVE PERMIT # RECEIPT # .NNING & DEVELOPMENT SERVICES TILDING & CODE. REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISI PROJECT INFORMATION VISTA LOT # 7 4446 N Hwy Al A DETAILED DESCRIPTION �F PROJECT REVISIONS: CHANGE PRODUOT APPROVAL (NOA's) CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 1527445 BUSINESS NAME: ARTAR CONSTRUCTION LLC QUALIFIERS NAME: ARMANDO REYES TOLEDO ADDRESS: 13360 SW 40 STREET CITY: MIAMI I STATE: FL PHONE (DAYTIME): 786-344-3855 OWNE"UILDER INFORMATION: NAME: VENETIAN ADMINISTRATION LLC ADDRESS: 7400 W. FLAGLER StIREET 1901-0544 MAY 14 2020 ST. Lucie County, Permitting ST. LUCIE CO CERT. #: '31143 FAX: CITY: MIAMI STATE: FL PHONE (DAYTIME: 786-512-4484 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: RANDALL STOFFT ARCHI ADDRESS: 42 N. SWINTON AVE CITY: DELRAY BEACH PHONE (DAYTIME): 561-24�'; SLCCC: 9123109 Revised 06130117 STATE: ZIP: 33175 ZIP: 33144 FL ZIP: 33444 FAX: ION VAVjtrz OFFICE USE ONLY: DATE FILED: REVISION FEE: 611y ►ad PERMIT # RECEIPT # PI.AINNING & DEVELOPMENT SERVICES 1901-0544 WILDING & CODE.REGULATION DIVISION WI=C IVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 MAY 1, 4 2020 (772) 462-1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISI, PROJECT INFORMATION LOCATION/SITE ADDRESS: QUEENS ISLAND PRESERVE ACQUAVISTA LOT # 7 4446 N Hwy Al A DETAILED DESCRIPTION 4 F PROJECT REVISIONS: CHANGE PRODUCT APPROVAL (NOA's) CONTRACTOR INFORMA ON: STATE of FL REG./CERT. #: GC 1527445 ST. LUCIE CO CERT. #: .31143 BUSINESS NAME: ARTAR ONSTRUCTION LLC DO REYES TOLEDO QUALIFIERS NAME: . ARMA ET ADDRESS: 13360 SW 40'STR CITY: MIAMI STATE: FL ' ZIP: 331�.75 P.HONE'(DAYTIME): 786-34 -3855 FAX: OWNER/BUILDER INFORMATION: NAME: VENETIAN ADMINISTR TION LLC ADDRESS: 7400 W. FLAGLER SITREET CITY: MIAMI STATE: FL ZIP: 03144 PHONE (DAYTIME: 786-512-4484 FAX: ARCHITECT/ENGINEER I ORMATION:' NAME: RANDALL STOFFT ARCHITECTS ADDRESS: 42 N. SWINTON AVM CITY: DELRAY BEACH I STATE: FL ZIP: 33444 PHONE (DAYTIME): 561-24,3-0799 FAX: 9"REVISION SLCCC: 9123109 Revised 06130117 May 13, 2020 David Johnson St Lucie County Building Department RE: AcquaVista Lot 1 - 4410 Permit No. 1901-0540 I do hereby certify that: • That the front steps have standards. They have be unreinforced masonry retI supported slab saw cut tc FEMA guidelines, and arE If you have any questions pl David S. Knight, P.E. FL WA N. 41 & \18-022\Lot 8 sic 091919 cert 100319 Engineering & Surveying, LLC 80 Royal Palm Pointe, Suite 401 Vero Beach, FL 32960 (772) 569-5505 Hwy Al A been constructed in accordance with all applicable FBC 2017 an constructed as a frangible element; with hollow- iining-walls on frangible footers (12"xl6") and with a soil - no larger than 5'x5'. These are in accordance with FDEP and not structurally connected to the main residence. do not hesitate to contact me. REVIEW COMMENTS KS3SiC4F1�yyEi�M�,jWyti��p.&I�Me6F�qgl�i�C}l,}��Kb[ i�lyFW FA9�2Tn &1L 00, �DfiY {' p1n1a A'IVY QR.f4 fort ftm, FL, 3062 Page 2 PE REVIEW COMMENTS (2) COMPLETE Jpi, Inc -Andrew 3/412019 4/4/2019 4/4/2019 Comment: PLANS EXAMINER REVIEW COMPLETE Jpi, Inc -Andrew 2/1212019 3/4/2019 3/412019 Comment: PLANS EXAMINER REVIEW COMPLETE Jpi, Inc -Andrew 12/10/2019 1/2412020 1/24/2020 Comment: REVISIONS COMPLETE Jpi, Inc -Andrew 1012412019 10/24/2019 10/24/2019 Comment: REVISIONS COMPLETE Jpi, Inc -Andrew 2/21/2020 2/21/2020 2121/2020 Comment: REVISIONS COMPLETE dike Halter 4115/2020 4116/2020 4/1612020 Comment: REVISIONS INCOMPLETE Jpi, Inc -Andrew 5/14/2020 Comment: 1) THE TOTAL PROPOSED MODIFIED LOADS ARE GREATER THAN THE TOTAL BASELINE LOADS. SEE 5/14/2020 SECTION (R4d5.3) OF THE FLORIDA BUILDING CODE ENERGY CONSERVATION. ZONING REVIEW COMPLETE Angela Vassar 2/5/2019 4/2/2019 4/2/2019 Comment: REVIEW COMMENTS PROPERTY INFORMATION Address: 4446 N Ala Ow ner(s): Venetian Administration Llc City / State / Zip: Fort Pierce, FI 34949 Parcel #: 1414-704-0008-000/1 Jurisdiction: SAINT LUCIE COUNTY Zoning: HIRD Lot#: 7 Block: A APPLICATION INFORMATION Permit Number: 1901-0544 Stories: Permit Type: BUILDING RESIDENTIAL (SFR UP, TO 2 FLOORS) CONTRACTOR INFORMATION Contractor Name: Armando Reyes Toledo Business Name: Artar Construction Llc Business Addr: 13360 Sw 40Th St City / State / Zip: Miami, FI 33175 REVIEWS AND COMMENTS Review Tvne Status Reviewed By ADDRESSING ASSIGNMENT COMPLETE Lori Bender Comment: DOCUMENTS MISSING COMPLETE Deanna Givens Comment: ENVIRONMENTAL REVIEW COMPLETE Lynn Swartzel Comment: FRONT COUNTER REVIEW COMPLETE Deanna Givens Comment: NOTIFIED FOR PICK UP COMPLETE Karen Nielsen Comment: NOTIFIED FOR PICK UP COMPLETE Lashahna Ingram Comment: NOTIFIED FOR PICKUP - COMPLETE Lashahna Ingram REVISIONS Comment: NOTIFIED FOR PICKUP - COMPLETE Lashahna Ingram REVISIONS Comment: 1 Automatic Sprinkler System? No Fax Number: Email: Reyestoledo@Yahoo.Com Date Started Date Completed Date Released 411312019 4/3/2019 . 1/25/2019 418/2019 4/612019 1/15/2019 3/19/2019 3/19/2019 1/25/2019 1 /25/2019 1/25/2019 4/5/2019 4/5/2019 4/5/2019 2121/2020 2/21/2020 2121/2020 10124/2019 10/24/2019 10/24/2019 4/16/2020 4/16/2020 4/16/2020 . �, Planning & Development Services Department-- C�.Ct�� N4. EMU"� � I ,�- Building & Regulations Division Product Review Affidavit LMAY 14 2020 e County, Permitting Building Permit # Rol _ 00`ffk Owners Name Lot 07 AgcuaVISta Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows casement +52/-70 psf +80/-80 psf RC Home Showcase CM100 NOA 18-0517.07 A 1/4" ELCO ULTRACON Mullions +52/-65 psf +65/-65 psf Lawson Clipped Tube Mull NOA 18-0529.03 n/a 5/16" TAPCON Fixed Glass +52/-65 psf +80/-80 psf RC Home Showcase FX100 NOA 18-0517.08 A 1/4" ELCO ULTRACON wrn owwa sys a eas +52/-70 psf +65/-75 pSf Eco Window System Series 400 NOA 18-0503.03 G1 L 1/4" ELCO ULTRACON windows - hor slide +52/-57 psf +80/-80 pSf RC Home Showcase HR100 NOA 19-0326.08 A 1/4" ELCO ULTRACON Sliding Glass Doors +52/-70 psf +131/-131 pSf RC Home Showcase CS240 NOA 18-0214.10 9/16 HS 1/4" KWIK CON Swing Type Doors +52/-57 psf +80/=80 psf SIW 500-9 NOA 17-1115.01 n/a 1/4" ELCO ULTRACON French Doors +52/-57 psf +125/-125 psf RC Hone Showcase RD45 NOA 18-0517.06 A 1/4" KWIK CON Garage Doors +52/-60 psf +56/-64 psf DAB HURR MSTR 824/81, NOA 15-0304.02 n/a 5/16" x 1 5/8" HEX HEAD LAG SCREW @ EA BRACKET Hurricane Protection n/a Roof Ventilation n/a Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in Ois structure. wind loads and forces specified by current code provisions. e Name: Randall StofFt Signature. Design Prof: Architect Cert. No. FL-00 Date: provide adequate resistance to the seal Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # 1g%/-- 054 Owners Name Lot 07 Agcuayista MAY � 4 �)� ST. Lucie County, Permitting Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval • Number Glass Type Method of Attachment Windows casement +52/-70 psf +80/-80 psf RC Home Showcase CM100 NOA 18-0517.07 A 1/4" ELCO ULTRACON Mullions +52/-65 psf +65/-65 psf Lawson Clipped Tube Mull NOA 18-0529.03 n/a 5/16" TAPCON Fixed Glass +52/-65 psf +80/-80 psf RC Home Showcase FX100 NOA 18-0517.08 A 1/4" ELCO ULTRACON window syse +52/-70 psf +65/-75 psf Eco Window System Series 400 NOA 18-0503.03 G1L 1/4" ELCO ULTRACON wows - hor slide SkyUghtr_ +52/-57 psf +80/-80 psf , RC Home showcase HR100 NOA 19-0326.08 A 1/4" ELCO ULTRACON Sliding Glass Doors +52/-70 psf +131/-131 psf RC Home Showcase CS240 NOA 18-0214.10 9/16 HS 1/4" KWIK CON Swing Type Doors +52/-57 psf +80/-80 psf SIW 500-9 NOA 17-1115.01 n/a 1/4" ELCO ULTRACON French Doors +52/-57 psf +125/-125 pSf RC Hone Showcase RD45 NOA 18-0517.06 A 1/4" KWIK CON Garage Doors +52/-60 psf +56/-64 psf DAB HURR MSTR 824/811 NOA 15-0304.02 n/a 5/16" x 1 5/8" HEX HEAD LAG SCREW @ EA BRACKET Hurricane Protection h1a Roof Ventilation n/a Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their wind loads and forces specified by current code provisions. Name: Randall Stofft Design Prof - Architect Signature: Cert. No. FL-0011105 Date: 2/3/202 provide adequate resistance to the seal "4 M IAM I -DARE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND EC NOM IC RES(KC_gJWR) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE 0 M Y 4 0 0 W"Miamidaae.eov/economy SIW Solution, LLC 975 S. Congress Ave. # 102 ST. Lucie County, Permitting Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the appli able rules and regulations governing the use of construction materials. The documentation submitted has been review d and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the ex iration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ lin areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance p oses. 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 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 her gm, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zohe. DESCRIPTION: Series "600 KM-11 " luminum Sliding Glass Doors (Dry glazed) w/ Reinforcements APPROVAL DOCUMENT: Drawing'No. W13-56 Rev E, titled "Series 60OKM -11 Alum Sliding Glass Door (LMI)", sheets 1, 1. 1, 2 to 11, 11. 1, 12 thru 16 of 16, dated 10-23-13 and last revised on Jan 08, 2019, prepared by Al- Farooq Corp., 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 nd Small Missile Impact Limitations: l . See Design Pressure ratings in sheets 1, 2 & 3, applicable to both Pocketed & Non -pocket Doors. Pockets are under separate approval, to be revie ed by appropriate Building official. 2. Min Three (3) tracks are required for all configurations, along with integral sill adapter item # 10.Optional 4- tracks & 5-tracks may be used. Min ve (5) pairs of cluster anchors (total=10) are required at each interlock / astragal ends (see elevation & sheets 10, 1 l& 11.1). lx or 2x buck to be properly secured. CMU to be grout filled. 3. Glass lites wider than 36" shall have o setting blocks per FBC requirements. 4. Max. Panel width not to exceed 60-1 8" wide & 130-1/8"high. Any numbers of panels are allowed which can be fit into overall continuous max door frai ae width= 500" and max allowable frame area of 488 ft. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be consid red 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 occu after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the �roduct 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 aid 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 NO 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 NOA #17-0717.05 (former SIW Impact Windows, LLC) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was review d by Ishaq I. Chanda, P.E. NOA No. 19-0131.20 5:6ADECOUNW Expiration Date: August 31, 2022 Approval Date: March 07, 2019 2 Page 1 NDALL E, -F0FFT A[;,., ��9 A'VA003379 PA AM011105 0APPROVED REVISE 8 RESUBMIT® APPROVED AS CORRECTED 0 REJECTED This rt and i� only for generalProOOnformance With the design concept of the dccu t end general compliance Men the information giv©n in the contract docu r;, Corac ions Drc€mrrments made on the shop d,aivings during this reviaw do not relieve the contractor from compliance M h the requtre- moats of the plans and spscifcstions. Approval of a 7pacific item shot! act Incirrda aparDvst Of an assermbiy of vrhich the item is a component lnot t; con - job slDL is res�nsible fo; : Dinwnsions to be confirmed and cofralated at the ofia Information that pertains sOtafy to the fabricati the ►mesas, methods, techniqueson processes or to, sequences and procedures of con,-Lm c_ Uon: coordination of the work of all Other trades: and for performing all awurk in a safe and satisfactory manner. DATE: L Lt �c3,Z� o"�-te 8Y: S qL a • I`' SIW Solution, LLC NOTICE OF I ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Manufacturer's die dra ings and sections (submitted under file referenced below) 2. Drawing No. W13-56 Rey C, titled "Series 60OKM -11 Alum Sliding Glass Door (LW", sheets 1, 1.1, 2 toll, 11.1, 12 thru 16 of 16, dated 10-23-13 and last revised on FEB 25, 2016, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under filts #15-0528.16/#13-1212.10) 1. Test reports on 1) Aif 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) Forcedr Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with.installation diagrams of XpXXXXO and OXX aluminum (reinforced) Sliding Glass Door, prepared by Black Water Testing Inc., BT-SIW-13-003 dated 11/26/2013, signed and sealed by Yamil Kuri, P.E. Note: This file has an adden um letter dated FEB 25, 2014 issued by Black Water Testing Inc., signed and sealed by anvil Kuri, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5t` Edition), prepared by Al Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad, P.E.. 2. Glazing complies w/ AS-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICA IONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprenel21-67W175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, date. 05/08/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated F B 25, 2014 issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. G. OTHER 1. This NOA revises NOA 913-1212.10, expiring 08/31/1-7. Is aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.20 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-1 SIW Solution, LLC 2. EVIDENCE SUBMITTEDIUNDER PREVIOUS APPROVALS A. DRAWINGS 1. Drawing No. W13-56 Rev I 1, 1. 1, 2 to 11, 11. 1, 12 thru by Al-Farooq Corporation, s B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE. 1. Miami Dade Department E. MATERIAL CERTIFICA' 1. Notice of Acceptance No DeNemours & Co., Inc.) F. STATEMENTS 1. Statement letter of confoi of no financial interest, p: - by Javad Ahmad, P.E. G. OTHER 1. This NOA revises & renew; 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-56 Re sheets 1, 1. 1, 2 to 11, 11. i prepared by Al-Farooq C, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department titled "Series 60OKM -11 Alum Sliding Glass Door (LMI)", sheets 6 of 16, dated 10-23-13 and last revised on JUL 06, 2017, prepared med and sealed by Javad Ahmad, P.E. Regulatory and Economic Resources (RER). 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont )r the "Sentry Glass ® Interlayer", expiring on 07/4/18. to FBC 2014(51h Edition) & FBC 2017(61h Edition) and letter by Al Farooq Corporation, dated 08/24/17, signed and sealed NOA #15-0528.16, expiring 08/31/22. E, titled "Series 60OKM -11 Alum Sliding Glass Door (LMI)", 12 thru 16 of 16, dated 10-23-13 and last revised on Jan 08, 2019, ,rp., signed and sealed by Javad Ahmad, P. E. Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.20 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-2 SIW Solution, LLC E. MATERIAL CERTIFICA IONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of confo: of no financial interest, p by Javad Ahmad, P.E. (si 2. Statement letter dated DI assets of Exhibit "A" NO manufacture the products Lopez, Manager. 3. Statement letter dated DE assets of Exhibit "A" NO change of the Exhibit "A' G. OTHER 1. This NOA revises # 17-07 2. Bill of sale dated DEC 2 LLC, (purchaser), signet and Steven A. Tourek, S, 3. Division of corporation ] mance to FBC 2014(5th Edition) & FBC 2017(6th Edition) and letter ,epared by Al Farooq Corporation, dated 08/24/17, signed and sealed bmitted under file #17-0717.05) C 28, 2019, issued by SIW Impact Window, LLC that it has sold all k(s), equipment's, accessories and "Know how" and No longer and request to rescind the Exhibit "A" NOA(s), signed by Abdiel 30, 2019, issued by SIW Solution, LLC that it has purchased all k(s), equipment's, accessories and "Know how" and request Name NOA(s) , signed by Steven A. Tourek, Secretary. .7.05 (former SIW Impact Window, LLC), expiring 08/31/2022. 2018 between SIW Impact Window (Seller) and SIW Solution, by respective company's representative, Abdiel Lopez, Manager of SIW LLC, as active status. lst-.., I U,.,��. IS q I. Chanda, P.E Product Control Unit Supervisor NOA No. 19-0131.20 Expiration Date: August 31, 2022 E-3 Approval Date: March 07, 2019 CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS �dp �p N N SEE SHEETS 10 THRU 11.1 120 1/16' n DOOR FRAME WIDTH Z m n 3" 15 3/8' m m¢ m w 5" MAX. 3" MAX. Z HEAD/SILL 6' HEAD - 1p ' �O O F y 2 z CORNERS is o U A -�,, fi" SILL �, p O ` O O O W N U ILG � �V Q OUNn W'. m it II REINE O' C m c I p n 0 o O N N a �. C N C 11 II Q W� LL N m li it E Qwmf� 3 7/4• M R' M N II /• v N �a o II I� m m n N O II 11 I I c� J _J > l N g 2 N Cc:W Y OC.)m N „ FALSE MUNTIN 53 3/4" 53 3/4" oRODUCr REVNW E3 ^ POCKET JAMB OPTIONAL D.L. OPG. D.L. OPG. 3 TRACK 3 TRACK mw plyi gwiffi the✓ N �� 0 ANCHORS 60 1/8' FRAME JAMB FRAME JAMB Abaop�tanCi'ec No I ^OAS' )• 2e 0 60 1/8" STAGGERED IN -LINE /���`��_ PANEL WIDTH PAIRS PAIRS Enwr��Date r PANEL WIDTH LLa 1 ��LK,� THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. b'E�xS iiP SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION o p xo '60OKM-11' 6 g SERIES ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE MAXIMUM DESIGN LOAD RATING = + 55.0 PSF w u INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). (FOR SIZES SHOWN OR SMALLER) - 55.0 PSF 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE AS PERMITTED BY FBC PRODUCT LOADS c < : DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED TO THE BUILDING STRUCTURE. DOOR HEIGHT AND WIDTH SIZE MUST COMPLY d 2 o r r ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS DAYLITE OPENINGS: EGRESS REQUIREMENTS PER FBC AS APPLICABLE. D.L.O. HEIGHT = PANEL HEIGHT - 7.375" , c e - u o r w AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. D.L.O. WIDTH = PANEL WIDTH - 6.375" `7`711111�IIfT��'', A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PAN875" 1 HEIGHT EL = DOOR FRAME HEIGHT - . ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. OENSF••., MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0.70592 = n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. ' o THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: -� '• Ir Jan 8,2019 drawing no. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY �� �� GLASS CAPACITIES ON THIS SHEET ARE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ®•. STATE OF �/� BASED ON ASTM E1300-09 (3 SEC. GUSTS) RtOR%DP.•' •'' WATER INFILTRATION RESISTANCE ETC. DA BUILDING COMMISSONi� COND NOTSHOWNIN ISD AWINGAARE TO BE ANALYZED SEPARATELY, ',` W13-56 sheet 1 of 16 OONE BUILDINGTDECLARATORY Y STATEMENT DCA05I DEC-219 0 Du��n rn r,wm 130 1 nuuni B" O m ac PANEL HEIGHT 122 3/4' I\\ D.L. OPG. O r u _ O w i — I u u I' ii II ii II I III II `•I;I`` II I I II II r-x O 0 P. O— II `E W .TI Z N N SEP 40' A m 0 O;O Z m c% / _m z \ w 4 � N . N — Z N a £mow N MIX MAX. m JAMBS JAMB CORNERS vZ w N AD m L D z 10" MAX, T'I 6" MAX. m JAMBS � JAMB ? CORNERS vg�1> NZU zm� JAMBS z � JAMB CORNERS '1 23 7 op a date: 7p-23-13 revisions: no a e Y escrip Ion stale: 3/8'=1'-0' A 02.25.14 REV. PER RE R COMMENTS ilJ a 05.15.15 UPDATED TO 2014 FBC dr. Ey. TARIO C 0232.16 NO CHANGE THIS SHEET Ln D 05:6.17 EORORIAL CHANGES ONLY Qi chk hy: E 12.05.16 COMPANY NAME REV. SERIES '60OKM-11' ALUM SLIDING GLASS DOOR SIW Solutions, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 FAX. (561) 274- 7 J T AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (CA.N. 3538) TEL (305) 26"100 FAR.(305) 262.6979 MAY ODm OrrZ rn 01D1)D� 4;qZ > �D� n VIm�� >1 m W mom m00O 0 0,0 N Ornw x NN m p0m mZPO C) 0 m N C u7 -4 M 20 m2 N = 0 O ti c A � v z N O `A1111111111///�'7 m m 0. v O OF o fA v mNm C N � 0 M o z 0 0 Z A 0r a T Z II L N (n O O In -n 0 0 o N w 0 W C a dale: 10-23-13 ]-(revisions: description E (1 Hcale: 3/B'=1'-0' A 102.25.141 REV. PER RER COMMENTS B 105,15J51 UPDATED TO 2014 FBC LTI 0) O dt. hy. TARIO C 102.22.161 NO CHANGE THIS SHEET 0 05.16.17 EORORUL CHANGES ONLY chk by: E 112.05.181 COMPANY NAME REV. DOOR Fj AME HEIGHT 13 1/6" PANEL HEIGHT 122 3/4" D.L. OPG. m u I' II u _ II II II -Tr------u Ir-----II u II II n u u -- II------ II - �-ll------II u II II u p u 1 n 1 I ° o u / I 1 Z T 40" 11 / / 1 A � 51 o I I 4 1 m 2 R1 m�0 Z w m A �' r �x A 0 j 0 4 ` 9 n Z 10" MAX. JAMBS JAMB CORNERS 10" MAX. JAMB e CORNERS JAMBS 10" MAX. 6' MAX. JAMBS 2 \ JAMB ? CORNERS a D y�y O 2 C 21 r g C i E=m N SERIES '600KM-11' ALUM SLIDING GLASS DOOR (I .M Q AL-FAROOQ CORPORATION a SIW Solutions, LLC. ENGINEERS& PRODUCT DEVELOPMENT a 9360 SUNSET DRIVE, SUITE 220 975 S. CONGRESS AVE. #102 MIc AMI, FLORIDA 33173 (C.A.AF. 3538) DELRAY BEACH, FL. 33445 TEL (306) 264-8100 FAX. (305) 2626978 Fr TEL. (561) 274-9392 FAX. (561) 274-9262 COMP-ANL\W13-Be51W FALSE MUNTIN OPTIONAL 6" II II _�=_____ II II it l I I, ANCHORS IN PAIRS AT HEAD/SILL/JAMBS EACH LOCATION SHOWN I I 11 111 I) I I 53 3/4' 53 3/4' D.L. OPG. D.L. OPG. 60 1/B"_MAX. 60 1/8" MAX. 355 1/8" TESTED 15 3/8" TYPICAL ELEVATION OXX—XXO CLUSTER OF ANCHORS s AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 Fd a M 15 3/8" 3" 6" Z r 0 Z n N F Z ry a -`♦ m'o 0. O ¢ e 0 0 W eyqIqV( U IL C F LL .. t 0 � wf4 Z a O M o Q a a < N QNNo D REINF. E REINF. Q w w 3 1/4" {L 2 O g C O i MIN. 111 Q wmf � 1 n N N z 0 _j Mj C N W 00= ?zQ rO Y O U m N En L v WEEPS 4 TRACK 5 TRACK �+ CLUSTER OF ANCHORS AT CENTER OF FRAME JAMB FRAME JAMB AT INTERLOCK/ASTRAGAL ENDS EACH PANEL IN -LINE IN -LINE (�(-j SEE SHEETS 10 THRU 11.1 PAIRS PAIRS II I I MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN OR SMALLER) - 55.0 PSF AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY NOTE: THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK EGRESS REQUIREMENTS PER FBC AS APPLICABLE. FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT �ONt1[T REY 1> zMR MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. MAX. OVERALL FRAME WIDTH = 500" is=000ug with The Fkd& bwdb"key RagllsaceNo -613 •2p Ys}Im�i90 Date ( ``\% �� 0 ��12 �* ....,•����� � •._• d10EN� �% n i .� m 1116 Pfodllst - No.70592 NOTE: GLASS CAPACITIES ON THIS SHEET ARE Jan8,2019 Pv c BASED ON ASTM E1300-09 (3 SEC. GUSTS) ®�y TATEOF Cg/� drawing no. AND FLORIDA BUILDING COMMISSION �` W13-56 ��Q+�'....... DECLARATORY STATEMENT DCA05-DEC-219 MIN. TYP. EXTERIOR m � Z z CD y (� O (A -ZZx- �ZS ORi SZr mOm �oo ]I y m� 0 Pas 00 0 O cgA boo O y To O0 .0 I � 00 vm W N N m y m m N n m y W N 0 0 m V m G A 0 m D 0 m D O m D V1 I X m O 10 i N UI 0 In V m N V C w IA 0 IA m fA m (A VI m 0 L1 roy1 y I V** V1 {�I m b W OJi O� y OA Z Z \ Z N pp DD>> DD D >> y C O yyV A A A 9 ]1 :O T .TI A A y�y y Vy D�D T T O O O az Z n r 0 0 0 0 0 0 0 0 m O O� o� r o r 1•� N N N •-1 •GG 2 1 00 v A = O m r 0 O m C Z V O C m N I 2 O O 2 O 17 yy D m N A W U A W N A W v m n ?n> O x w a A m O n m 0 s C1 m -+ O O x x x x x x A x A •d mm� Axm � z m <TI L7 Vl m �_ r a Fn F( 0 DO DO F r r 0 0 0 a r F, 0 o O o o o O I 1 I I I m m m m 2u5 m WUt r V _ 1 WI m m rr m m� Z m m U N O~i O~, O~i m m O~i O~i m m rn w m m I I Z Ap = 0__= =n I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 yr m _ zpi n o o P hi f0 1 � v O v C a SERIES'60OKM-11' ALUM SUDING GLASS DOOR (LM.I.) AL-FAROOQ CORPORATION o &PRODUCTDEVELOPMENT SIW Solutions, LLC. 9360 SUNSET DRIVE, SUITE 220 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538)C DELRAY BEACH, FL. 33445 TEL (306) 2648100 FAX. (305) 2626978 TEL (561) 274-9392 FAX. (561) 274--2 2 CUMP-ANL\W13-56SI' _ date: 10-23-13 revisions: nogdalebyescri ionENGINEERS A REV. PER RER COMMENS 6 UPDATED TO 2014 FBC REV. PER REfl COMMENTS O 0 EDITORNL CHANGES ONLYM E COMPANY NAME RM FRAME DOORI I x W _ 0 O XO (SHOWN) OX �u o- XX (SHOWN) DOOR FRAME WIDTH w E D F1 H LL � O 0 OX—O (SHOWN) O—X0 DOOR FRAME WIDTH F- x x C D OD J b a W 0 0 XOX (SHOWN) DOOR FRAME WIDTH x L! �_ 0 0 0 XXX (SHOWN) APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS UUUK EXTERIOR EXTERIOR NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 THRU 3. THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 48B SO. FT. MAX. OVERALL FRAME WIDTH = 500" 81tODUC C uEvW,q 21 ft g ce& Aaopteace No E&WI S&Z Dstte f7/ztt.,Z iC�R ..iL B:t�-ptodnctGmfpy 1�,10ENSEc ••• ® �. No.70592 Jan 8,2019 STATEOF 40 (44ftu z n N 0, F Q a 00116 W N vin of 00 m a O acoI �O�yy W y N 0 N Q W O LL N W N 0 J o m Q W m t drawing no. W13-56 DOOR FRAME WIDTH E D F1 D E w x w % j s o- b o: 0 0 0 OX—XO (SHOWN) DOOR FRAME WIDTH W H Dt F 0- 0 0 OX—XXX (SHOWN) DOOR FRAME WIDTH OXX—XXO (SHOWN) APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 THRU 3. THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. MAX. OVERALL FRAME WIDTH = 500" SRODucruevlm 0i cmplying wish the Fle h Ong C-d- AwVttumNa i4-013�. z0 �L+a�lht>S�t:tFaltttl L� N ,7 Z m 3 pZ q� a QW N � Z N Il a p WN`� U N Lod v t 0 m O'a¢°o paaa� p��� 0 a U, :1 W y a J is 0:9 W W OOlE F �`` �'• � �VC�{VSF` �iA N No.70592 Jan ' ®••, STATE OF �� ' drawing no. . • RoR�oF..• ®- W 13-56 W a 0 0 U1 POCKET NOT PART I OF THIS NOA n X Q mow• X X b �xs = v I 1 POCKET NOT PART i (POCKET NOT PART_j IOF THIS NOA I rn P z Zia O ffffflll1111\\ DOORFRAME I POCKET NOT PART I I OF THIS NOA I x I I I _ 00 X Q .x i A X m 3 m Zb .<„x• 0 0 I POCKET THIS PART NOA OF I I I x 1 x X X — v S " a a dale: 10-23-13 revisions: description SERIES '6DOKM-11' ALUM SLIDING GLASS DOOR o no c e f 6tole: — A 102.25.141 REV. PER RER COMMENTS SIW solut10T1S, LLC. W 'o a 05.15.15UPDATED TO 2014 FEC 975 S. CONGRESS AVE. #102 dr. by: 7ARI0 c 02.22.16 NO CHANCE THIS SHEET DELRAY BEACH, FL. 33445 CT,O D 05.16.17 EOITORNL CHANGES ONLY cbk. bp wN TEL. (661) 274-9392 FAX. (561) 274- DOORDOOR FRAME. I POCKET NOT PART I 0 X - OF THIS NOA I 0 XI I 0 o Q •xis m I----------� I (POCKET NOT PART( I IOF THIS NOA I I I M' xpp XDIn � Z-- c Z1 �m I 0 N u C� m m 0 D 20 C)n FFAPmo co 0 31 0 0 U, m m N D E O� Z N II 10 r D N my D = Z � N cz Z�''1 2 m 2 F CD O Z 21 II A II 0 � n " D F ClII �T-n Z CZi�� 2 O A DO m Z A z CID° O m O 1n ZI- N cz z O JD � Z N _ m 55 p mIq D W co)� Z N m z� m� mo z � 0 Z - A = j Lc �v AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL.(305) 26"100 FAX (305)262-6978 0 z y�90 Go POCKET NOT PART OF THIS NOA z I b POCKET NOT PART I I OF THIS NOA I DOOR FRAME -------------- I POCKET NOT PART I I OF THIS NOA I z I I I 0 0 4 •:. „ x X X _- X q •gin � z 4 r..• m Z� 3 c 'I m m cc W-ur-0r D m P ;'a 0 DO W z '0 1 Z m N m ti A II r b = v j i D S O Z 0 q 2 ZA m0 M^'_ Z 17 II II 0 M � M D � o„ omo ZsLn D O Z 00 Z 00 'Om O N� o z r, O CH ' Z O N A z (n m O Z N z �� mx{ ;U N j TO. J Y a SERIES '60OKM-11' ALUM SLIDING GLASS DOOR p S1W Solutions, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (661) 274-9392 FAX. (561) 274— date: 10-23-13 revisions: n0 0 e esc.. Ion (.!•i aw A B 02.25.1! 05.15.15 REV. PER RER COMMENTS UPDATED TO 2014 FBC dr. by: rAR10 c o2.zz.1s NO CHANGE THIS SHEEP LTI a, chk 6y: D E 05.16.17 12.05.18 EORORIAL CHANGES ONLY COMPANY NAIAE REV. FRAME I\Y n n n n n AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 26"100 FAX. (305) 262-697S • D D D1 Di F D1 D1 D1 D E E A A y a :�A, y oxxxx-xxxxo • • M P • - DOOR FRAME WIDTH I w x la w I o s I Ili i O IU~ o tao PXXXX (SHOWN) i I I IF I� la - �I I loo Izz I rn 11 I a o 1 � EXTERIOR DOOR DOOR FRAME WIDTH i I I 1 1 � ."s. _y loco iF ool I m -0 4- -0 b ZZI rn I i lao L__ i � Oa01 J PXXXX—XXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS FIVE (5) TRACKS I� IY IV ;0 I I I NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 MAX. NOMINAL PANEL WIDTH = 60-1/8" THRU 3. MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 488 S0. FT. MAX. OVERALL FRAME WIDTH = 500" NR0j)ucrxEym 'lA0Mp7laS.*hthe Fj.d a Widia=Cod. Aatcplaece No��� 6pfratiaa Qete � CIS ti Cady EXTERIOR �4ftu Oq� F� h W N o O N m N O V o�m 0 OR 8 paoo� O U) ul NN U O,,II m Q W 7 IL a " = 0 ow Q W Ill H N In O �"n e U , t _j W F) N c 11 N � w m �a 0�= M ?o� x OOm " W 3r,61 y y(n O) O 1- I .70592 � I a an 8,2019 Ix - drawing no. W13-56 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS 1, N (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING �Y SEE ELEV. FOR SPACING q A I- q w 1 BY OR 2BY WOOD BUCK O METAL (SEE NOTE BELOW) H; STRUCTURES % z ..EDGE DIST: ... .1. 5/B•.. EDGE .DI Z ^A a '•a MIN' "a a, .CONCRETE'- .EDGE- DIST.: N I I EDGE 1?/6EDGE DIST. 1 5 EDG T. DIST. EDGE DIST. 2' cmi Q IL Im O p o 0 ' .CONCRETE.. Qa. "MIN. MIN. ... O J n .. d w O t Q V N n w A lo_x (AD F \y ij Zvi N o 0Gp 4 2 ______________ ___- =�_ I `� 0: 000 N w 2, a 4 I I MIAMI-DADE COUNTY I I W yj_ p {L Ij APPR'D MULLION I SEE SEPARATE NO jI I I ? O I7 J 0 0 - ---------- ----- --- -� Z. OR - O f i i i i TYPICAL ANCHORS IN PAIRS U� C,4 N II PAIRS AT STILE ENDS J w M 1 BY OR 29Y WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' SEE ELEV. FOR SPACING z J M MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O III i 111ili o _ of _ I ? Z 1 s W TYPICAL ANCHORS: SEE ELEV. FOR SPACING Y U m o o F W l� II Il 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) - U) < v i I INTO WOOD STRUCTURES w 3 n w ' I li n ii i i 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) � Vl rn o THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY O 1-3/8" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Gi DIRECTLY INTO CONC. OR MASONRY o < w 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) moBUp'YEvam o o Ali Ij i li 2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) wag with the Fbdk - 3 o p s I'm ICIINTEGRAL RISER SECURED TO EACH JAMB 2 6 X 1 2 FH SMs 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 cRs) : I: O }� / _ AagltaeceNoITH Er r -� M atim Date "7 w � 8 p < a A 5 FF�T��FF�T FF11��1��11 10 SIUCONE SEALANT INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) T— P FF��MM c d ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) 19 ® ® }- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w o « " © 4 M #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) v < m c W a INTO IIAM I- COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 2A •.'� N (NOS SPACE) ``\``� �� .• 1,1C�NSLc -• n o CONCRETE,' < 1=t/2°1tlN` •2/S" :' POURED & HARDENED HIGH STRENGTH GROUT TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1" MIN. (EXCEPT AS NOTED) _ Na.70592 _ - a EDGE Dlsr • I MIN:: a , "' NOTBY SIW Psi MIN' INTO WOOD STRUCTURE = 1" MIN. ' MUST TRANSFER SHEAR INTO METAL STRUCTURE = 3/4" MIN. ;�•' Jan8,2019' Q, o SHIMS LOADS TO STRUCTURE 10 STATE OF ' drawing no. OPTIONAL TYPICAL ANCHORS IN PAIRS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 'e<oR10P.•'' �� �•' i a� � W 13-56 SEE AIRS FOR SPACINGS C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. '����/�j®®NALT� �\ sheet 10 of 16 1/4" MAX. N O tp O m EXT. EXT. l n EXT. �� mo ®' Zx mn .e'. 'm A m rN 0 0Oy N �>� O O O ro w C n u � .. ' Oe rT LR m m 2 m�0 0N xo nm o-D+x T mgym O�z C, F% . 1 /2" MAX. m Z 1 /2" MAX. I kkk y Fi _ z 9� w SHIMS 0. rnN SHIMS Z z rDi „1Z 2' O0N .0 w 5� EXT. m WOOD STRUCTURE EDGE DIST. 3 1/4" EDGE MIN. DI mz m2v map A m O v 1n z p � s w . EDGE DIST. 3 1/4" EDGE ' 1 :MIN: DIST. z mDv N D Z � O = e O N N � Z ml z 1 m� v a Z O O"D1S O 1 /2" MAX. SHIMS bbb--- z z � w EXT w m DD �Dz O'1 S j O ��N T Dm �mz v 3/8" MAX. In a SHIMS I� N x II �o I II II a 3; � II 1n- II �Om II z� I mom I zc �l z po 1-22 ®��•' .� � A x z �m �wy II 1 ��•.oaa�iw ..L 5 ^� >z 11 11 RI= V:�� p O~2 I II �P .y°0° Rix � i ® ..... lt z Z v ? a dale: 1p_2J_13 revisions: SERIES '600KM-11' ALUM SLIDING GLASS DOOR ( .I.) AL-FAROOQ CORPORAT90N o no o e description .00. ENGINEERS & PRODUCT DEVELOPMENT scale: 3/g• a 1• A 02.25.14 REV. PER RER COMMENTS snro SO U{Ions, LLC. 9360 SUNS ET DRIVE, SUITE 220 (.FJ B 0 .15.15 UPDATED TO 2014 FBC 975 • S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) A dr. by: TAR10 C 02.22.16 REV. PER RER COMMENTS DELRAY BEACH, FL. 33445 TEL(305) 264.6100 FAX. (306)262-6976 Or - 01O D 05.16.17 EDRORIAL CHANGES ONLY rn � o �bR• by. E 12.05.18 COMPANY NAME REV. TEL. (561) 274-9392 FAX. (561) 274-92 2 COMP-ANL\W13-56SIW 1/4" MAX. n O O = zm cT r u mo EM EXT. - < EXT. . . v 0 v m N G c n W A I+1 r O>' A O °O TDn AO Ty0 1/1�N D�Z • m' A~O A O 2z .0 O m Z n m 2 N 0° Z :.. ONP fi7NL °' ' ` 1/2" MAX. SHIMS 1/2" MAX. SHIMS ti EXT. WOOD STRUCTURE EDGE DIST. 3 1/4„ EDGE m v MIN. DIST. oNZ�Am mom_ vm�y z' z cT - o o s u O m� m _m 1n n�i x � OAS EDGE DIST. 3 1 /4" EDGE MIN. DIST. 1. 0m L m z _ vmz� 1/2" MAX. czi oz j wA � SHIMS z' o � 0 0 N EM. z Lc Ay � Cr O C ow Am A (i EDGE DIST. 3 1/4- EDGE m�v_ DI O Ny 2' Z o W n 2 AO Z A 0 0 • D E)(L frf11 D ID_' < N D I An s l m A o 0 II Npi �I g m�N II �cm I� cziv� l I rn 00 zzc II 3/B' MAX. w I > z I� SHIMS CilaD�¢4 oil - ®�:' A ng l 3�c- �_ o (t�� .No I it N ki'.�= vozi a W �mz Ii iI czi zoo II Ij I0 _ ®`� 0 o date: 10-23-13 revisions: SERIES '600KM-11ALUM SLIDING o a e escrl Ion GLASS DOOR (M.I.) AL-FAROOQ CORPORATION 'a nENGINEERS & PRODUCT DEVELOPMENT £ ewie: 3/e' 1' A 102.25.141 REV. PER RER COMMENTS SSW Solutions, LLC. 9360SUNSET DRIVE, SUITE 220 CI a 02.22.15 UPDATED TO 2014 FBCME1 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 dr. by. 7pR10 C 02.22.Ifi REV. PER RER COMMENTS 7r (C.A.N. 3538) C 07 D 05.16.17 EDITORIAL CHANGES ONLY DELRAY BEACH, FL. 33445 TEL (305) 264.8100 FAX. (305) 262�97H chk by: E 112.05.181iCOMPANY NAME REV. TEL. (561) 274-9392 FAX. (561) 274-92 2 COMP-ANL\W13-56SIW C a C date: 1p—p3-13 revisions: no a e V escription Bcole: 3�8• 1• A PER RERCOMMENTS (J49 aG2.25.14REV. UPDATED TO 2014 FRC C REV. PER RER COMMENTS DED..RIAL CHPNGES ONLY E COMPANY NAME REV. O CONCRETE r ZONRY z oF EDGE D N zz ml� C mmymy y 0 DES mCm�O tAW� y0z �O y Z In x N y C+1 O z SERIES '600KM-11' ALUM SLIDING GLASS DOOR SIW Solutions. LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX. (561) 274- N 2 m2tS2 A r 3 MSTAG S-uul, z ct N N e _2 w y 1 O O O a 41' OO AO' EDGE DIST. 3 1/4 { AL-FAROOQ CORPORA1rION a ENGINEERS & PRODUCT DEVELOPMENT f 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 35, /'� TEL. (305) 264-8100 FAX. (305) 262-6978 �L- 0 0 0 A a J W H h1 O 'd 0 0 3 1/4" MIN. fAGGERED .2 map y V � o D O 2 O A X W r z= O CA 0 EQ T a ldD(e: 10-23-13. (revisions: no a e escn Ion (SERIES '600KM-11' ALUM SLIDING GLASS DOOR (L .1.) AL-FAROOQ CORPORATION a f style: 3 8• 1' A 02.25.14 REV. PER RER COMMEMS SIW Solutions, LLC. ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 e 05.15.15 ua0pTE0 To 2014 Fec 975 S. CONGRESS AVE. 102 # MIAMI. FLORIDA 33173 (C.A.N. 3538) �+ TARIO O C D 02.22.16 05.16.17 NO CHANGE THIS SHEET EDITORIAL CHANGES ONLY DELRAY BEACH, FL. 33445 TEL.(305) 2645100 FAX.(305) 2628978 b C7 ° ehk. by: ,,s,a enu — Neu- aw. TEL (561) 274-9392 FAX. (561) 274-9262 COMP—ANL\W13-56SIW I TYPICAL ANCHORS IN PAIRS OSEE ELEV. FOR SPACING G 1/2" MAX. ME 3/8' MAX. O SHIMS o #8 X 3/4" FH TEKS w AT 4" FROM ENDS �? rj AND 12' O.C. M < F EXT. HOOK STRIP ANCHORS AT 4' FROM ENDS HOOK STRIP ANCHORS AND 16' O.C. AT 12' FROM ENDS \\L AND 16' O.C. I tin• uev POCKETED JAMB OPTION NOT BY SIW THIS NOA TO BEn REVIEWED BY AHJ U 3 TYPICAL ANCHORS N I M IN PAIRS SEE ELEV. FOR SPACING O 0 �wZ 1/2" MAX. Q a cei o SHIMS w O O c�i U) y V ¢ rc 00 O tL 0 d OObR 0 W 0 LLa wfn-0 ? o Z,Z Q w m f -- 'IONC. w �_ OR -AqrlfjpyVY o N o N a 18 EXT. N N 1BY OR 2BY ,n O 1. �u v WOOD BUCKS SEE NOTE SHEET 1 z J M Q N N 6 CU1� W 0W= M SOU Y OOm N W HOOK STRIP ANCHORS: �- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) INTO WOOD STRUCTURES m i 2" MIN. PENETRATION INTO WOOD o C DIRECTLY INTO CONC. OR MASONRY g 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W o 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) m INTO METAL STRUCTURES, 1/8" MIN. THK. (MINIMUM 3 THREADS TO EXTEND BEYOND METAL THICKNESS) MoDUCCREYRTE9 `��� A� n b Ccaaplylog with the F'Md@a; GENSF® ,�i N .t 4 LtcldinE CoAe ` � n r DNoot�e �94�3�' 2•Z0 ��,r•Na. �70592 Elp"ti- Jan 8,2019bisyrodnCrl ® STATE OF OV _ a drawing no. '•'�ORIOP'•' �; W13-56 4.775-j .125 � 6.400- � =j .125 1.875 3�F 1C 8.025 � 7 I .250 �I -,075 5 TRACK FRAME HEAD .O6B 1.471 ,050 1`•124 ff075 HARDNESS 73 SHORE A .570 TENSILE STRENGTH (100% STRAIN)= 406 PSI TENSILE STRENGTH (BREAK)= 1058 PSI ELONGATION AT BREAK = 4607 SPECIFIC GRAVITY - 0.98 GLAZING GASKET SANTOPRENE 73 EXTRUDED BY 'CENTRAL PLASTICS' scALE t:t N r % m N a m v U -aa N -1 -1 Z h Z � W Z Q a e O O N �v,,, N Q,' p O�y� p > N O� � O' a p Cm O ey �, C Z O Q W p {L Z m - J a m a z m m Q Lu 1.875 LF7 I .250 I-.075 to 3 TRACK FRAME HEAD 1.875 I -Y. 7 IIII D21 �14�.075 tB 4 TRACK FRAME HEAD 4.937 .125 1.000 .500 -1�5.439-- �I 3 TRACK FRAME SILL 6,563 n .125 500 1.000 • 00 �. �W- -�I 7.o6a 28 4 TRACK FRAME SILL 8.188 .125 n �7 -T 500 1.000 --A s.689 zc 5 TRACK FRAME SILL 0 _ 1.250 1.250 1.375 .250 5.000 .ofio 3A 3 TRACK FRAME JAMB 1.250 1.250 91_ 1.375 6.625 .25� 080 3B 4 TRACK FRAME JAMB 1.250 .94L 1.375 •25� 8.250 .OBO 3C 5 TRACK FRAME JAMB 3.187 p-1.B72 .082 I '� 9 1.551 I� -�I 1.141 0 STD. INTERLOCK STILE p- 3.187 949 3.128D -1 .082 125 I 1.812 .125 2.375 .312 10 2-3/4" SILL ADAPTER .348 1.455 .045 3.167 -Q .082F7 1.220 949 1.812 O JAMB/LOCK STILE 3.371 2.000 .082 2.798 ,949 L 3.172 o y N 7 x -`- w w n rn a N O ^ a -- N J > M LL Q IS _ D U U I Q OU m N Lo ¢ �n 3 ` (nrno � o _ O g �L W 3 949 -y 1.230 p- 1.375 IjF�� .100 jlSilj 3.165 -100 4.222 ,082 IL= .949 I� I I -N 1.230 f� PANEL TOP RAIL PANEL BOTTOM RAIL 1.812 125 .082 3.070 1.765 I 2.437- 3.812 Q FEMALE ASTRAGAL 12 Q H.D. INTERLOCK STILE JAMB ANCHOR COVER I I .076 12.107 2.5282.02E 2.748 949 3.076 .789 J 1.036� 3.45E 1 t REINFORCEMENT 23 HOOK STRIP Q H.D. LOCK STILE PRODU fREVW&o 1/111111/7 i complying with the FTer7Pa bolding Cage�1.375-7 Aeteptsece No � E�PlraWo Dater EBdF 17 :• 1!T = �., Jan 8,2019 �W:z ••. TALE OF 7 40 7®�j AL1 1�\`` u a a u •• c d L. a � p m _ •- u c f w o° O 8 v i L� drawing no. -56 sheet 15 of 16 SEALANT: 4ftU 21 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH n CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. 0 w / • / OJ O `. N 0"U tV Al M Q / 0 Of0am ec 0 0 NOTCHES FOR HEADER LEGS G °a s R Z D , a Q w U) {L2N-m I. I Q m rC O E # * TOP - FRAME -51LI--BOTTOM-LEGS FRAME TOP CORNER TRIMMED TO RECIEVE TROUGH i 5-1/4" X 2-1/2' X 3/8" c N 1/4' DIA. WEEPHOLES ALUM BRAEK METAL TROUGH N SEALED TO FRAME SILL WITH SIKAFLIX URETHANE SEALANT Z0 v PANEL TOP CORNER 1/4' X 2-1/2' ENTIRE PERIMETER TO PREVENT WATER LEAKAGE J 1 M WEEP SLOT = IN FRONT LEG � 6u) N p 0 3/8' a m O w= n �'ZU a O g OUm / #6 X 1/2' I 3Ln� U7 rn o FH SMS /9 / NOTCHES FOR SILL LEGS ,045 �' a n s N o o SILL CORNER CLOSURE ALUM BRAEK METAL FRAME SILL BOTTOM VIEW m ? v° • TROUGH REDD. AT CENTER OF EACH PANEL m N SILL ROTATED 90' TO SHOW WEEP DETAILS '> d o c - O 1111111111111 / i GENSAc''•., nn o 1gRODULf REVItiF� i � � camP15'IOS with We F7orlt� o � bakfing Cat= No I ^0/9 •ZD o. i0592 a B Accoplasce Expiration Date „ PANEL BOTTOM CORNER l5� 4s�� � Jan 8,2019 �y, o FRAME BOTTOM CORNER�'� Pt°tl�sfCai�11{ ® STATE OF Q(�� � •'•..C[ORIDP•••' ®�� drawing no. W13-56 NAL sheet 16 of 16 �111111110 1� M 1® DARE DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANC SIW Solution, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 SCOPE: ST. Lu This NOA is being issued under the applic documentation submitted has been review used in Miami Dade County and other are; This NOA shall not be valid after the exI (In Miami Dade County) and/or the AHJ ( or material tested for quality assurance pu: manufacturer will incur the expense of su of such product or material within their determined by Miami -Dade County Produ of the applicable building code. This product is approved as described here including the High Velocity Hurricane Zoi DESCRIPTION: Series "600 KM-11 " . APPROVAL DOCUMENT: Drawing N (LMI)", sheets 1, 1. 1, 2 to 11, 11. 1, 12 thn Farooq Corp., signed and sealed by Javad . stamp with the Notice of Acceptance numl NIISSILE IMPACT RATING: Large a Limitations: 1. See Design Pressure ratings in sheets under separate approval, to be review 2. Min Three (3) tracks are required for tracks & 5-tracks may be used. Min fi astragal ends (see elevation & sheets 3. Glass lites wider than 36" shall have t 4. Max. Panel width not to exceed 60-1/' into overall continuous max door fran MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 RESOURCES (RERU��s�4d! 1 !1 �� Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Aim www.miamidade.eov/economy l/� F-�91hs1�'��i'� AY 14 ;.'0 0 County, Permitting able rules and regulations governing the use of construction materials. The d and accepted by Miami -Dade County RER -Product Control Section to be s where allowed by the Authority Having Jurisdiction (AHJ). [ration date stated below. The Miami -Dade County Product Control Section n areas other than Miami Dade County) reserve the right to have this product poses. If this product or material fails to perform in the accepted manner, the �h testing and the AHJ may immediately revoke, modify, or suspend the use jurisdiction. RER reserves the right to revoke this acceptance, if it is ;t Control Section that this product or material fails to meet the requirements and has been designed to comply with the Florida Building Code, Sliding Glass Doors (Dry glazed) w/ Reinforcements . W13-56 Rev E, titled "Series 60OKM -11 Alum Sliding Glass Door 16 of 16, dated 10-23-13 and last revised on Jan 08, 2019, prepared by Al- hmad, P. E., bearing the Miami -Dade County Product Control Revision ,r and expiration date by the Miami -Dade County Product Control Section. A Small Missile Impact 1, 2 & 3, applicable to both Pocketed & Non -pocket Doors. Pockets are ;d by appropriate Building official. ill configurations, along with integral sill adapter item # 10. Optional 4- ve (5) pairs of cluster anchors (total=10) are required at each interlock / .0, 11& 11.1). lx or 2x buck to be properly secured. CMU to be grout filled. wo setting blocks per FBC requirements. 3" wide & 130-1/8"high. Any numbers of panels are allowed which can be fit ie width= 500" and max allowable frame area of 488 ft. LABELING: Each unit shall bear a perment label with the manufacturer's name or logo, city, state and series -and following statement: "Miami -Dade Coun Product Control Approved", noted herein. RENEWAL of this NOA shall be conside in the applicable building code negatively TERMINATION of this NOA will occur materials, use, and/or manufacture of the p sales; advertising or any other purposes shy this NOA shall be cause for termination an red after a renewal application has been filed and there has been no change Lffecting•the performance of this product. after the expiration date or if there has been a revision or change in the •oduct or process. Misuse of this NOA as an endorsement of any product, for 11 automatically terminate this NOA. Failure to comply with any section of 1 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 �ite at the request of the Building Official. This NOA revises NOA #17-0717.05 (forrher SIW Impact Windows, LLC) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. FADE COUNTY 2 NOA No. 19-0131.20 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 Page 1 RANDALL F. S T OFFT k7nvgTEPYS9 PjL M##003379 AR#011105 QAPPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED E] REJECTED This review is only for general conformance with the design concept of the Projacl and generasonptiance kvith the infonination given in the contract documants. Cone to ns or corrnrants made on thy, shop drat,ings during this rovie.+do not relieve Eha contracier from co:,pptiancs with t,7w rem;re mshts of the plans and spec; akins. AD oval of a Pacific item shalt not includo approvEl of an assembly of %,hick the item is a component Corr tractor is responsible for. Dimensions to be conriamed and corrOeled at tale job :zits; Inknrlation that pertains solely to the fabrication processes or to tha mans, methods, teohni ues, Qegi lances and procedures of comtjx- tion: coordina9on of the work of all odaar trades: and for performing all work n a We and satisfactory mannar. DATE 2� 3 aY: SIW Solution, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file referenced below) 2. Drawing No. W13-56 Re C, titled "Series 60OKM -11 Alum Sliding Glass Door (LMl)", sheets 1, 1.1, 2 toll, 11.1, 12 thru 16 of 16, dated 10-23-13 and last revised on FEB 25, 2016, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files #15-0528.16/#13-1212.10) 1. 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) Laige Missile Impact Test per FBC, TAS 201-94 5) Cy lic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagrams of XpY=O and OXX aluminum (reinforced) Sliding Glass Door, prepared by Black W ter Testing Inc., BT-SIW-13-003 dated 11/26/2013, signed and sealed by Yamil Kuri, P.E. Note: This file has an addendum letter dated FEB 25, 2014 issued by Black Water Testing Inc., signed and sealed by amil Kuri, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5a' Edition), prepared by Al Farooq Corporation, dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ AS-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass teet interlayer", expiring on 01/14/17. 2. Material properties data of Santoprenel21-67W175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, datei 05/08/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part othe above referenced test report. 3. Addendum letter dated FB 25, 2014 issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. G. OTHER 1. This NOA revises NOA #13-1212.10, expiring 08/31/17. L Is aq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.20 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-1 SIW Solution, LLC NOTICE OF (ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Drawing No. W13-56 Rev D, titled "Series 600KM -11 Alum Sliding Glass Door (LMI)", sheets 1, 1. 1, 2 to 11, 11. 1, 12 thru 1.6 of 16, dated 10-23-13 and last revised on JUL 06, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of confo mance to FBC 2014(511 Edition) & FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises & renew NOA #15-0528.16, expiring 08/31/22. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W13-56 Re E, titled "Series 60OKM -11 Alum Sliding Glass Door (LMI)", sheets 1, 1. 1, 2 to 11, 11. 1, 12 thru 16 of 16, dated 10-23-13 and last revised on Jan 08, 2019, prepared by Al-Farooq Cc rp., signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department f Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.20 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-2 SIW Solution, LLC E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of confoimance to FBC 2014(5th Edition) & FBC 2017(61 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/17, signed and sealed by Javad Ahmad, P.E. (submitted under file #17-0717.05) 2. Statement letter dated DE C 28, 2019, issued by SIW Impact Window, LLC that it has sold all assets of Exhibit "A" NO (s), equipment's, accessories and "Know how" and No longer manufacture the products and request to rescind the Exhibit "A" NOA(s), signed by Abdiel Lopez, Manager. 3. Statement letter dated DE 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NO (s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A' NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NOA revises # 17-07 7.05 (former SIW Impact Window, LLC), expiring 08/31/2022. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, St cretary. 3. Division of corporation 1 sting of SIW LLC, as active status. Ish6q I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0131.20 Expiration Date: August 31, 2022 Approval Date: March 07, 2019 E-3 rn mz�Z o: 0 CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 120 1/16" DOOR FRAME WIDTH 3" 15 3/B" MAX. HEAD/SILL F 6° Ij��l HEAD CORNERS A 6" SILL II II II II I I REINF. C �I I� 1 I II it li E w = I I II II D —o —1 O a I I I II II II II I I II II I II II I I B P_ I I I� „ POCKET JAMB FALSE MUNTIN 53 3/4•' OPTIONAL D.L. OPG. 53 3/4" D.L OPG. ANCHORS 60 1/8" PANEL WIDTH 60 1/B" PANEL WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION XO SERIES '60OKM-11' ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e- LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. e U� M n N Z � r• / y O J Q'z I �rc z f W Z U 1D U Q a C N i it 40 V WO N ` v 0 fF1 YOl p V OWei 0 a Q yNK O u ul Q n W N _ O HE J J Q lit ONi g r I I 3 1/4° -- m M m � o I p C N N ZL z a U lo JaM N � J Cwll N � Off= m -_ I yUU I 70 0 0 m O ^ �NQ PR0DUCt REV➢ - v1Di 3 TRACK 3 TRACK escompt9laCeilhamihwb bmd1as Crdr ti u-IW u1a)0 W 1 FRAME JAMB FRAME JAMB Aaaptu-No I -•0131.2U STAGGERED IN —LINE Detr Eapir, PAIRS PAIRS Wdwt '2a2'2_ Beset e P IliFo-_ DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 7.375 D.L.O. WIDTH = PANEL WIDTH - 6.375" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.875" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN OR SMALLER) — 55.0 PSF AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE All CENS'''�� ^ •p a o n r 0.70592 s; Jan 8,2019 p'•, STATE OF drawing no. ��;Ftoa�oP.•' ®�� W 13-56 _ •• ems.. rn C m O f P, '3o4b to ia a vlo 0m y �� 132' n DOOR FW {n Om 130 PANEL O ZycZy Z 122 In N--,rr ------n �� I' II II n _ II II w II III W II II II Ilr�� II l II II Ll 10" MAX. JAMBS A 10" MAX. fm•1 ~ C =mom A N N60 z w o\z \O A0 ADo c� N iZ 0 N CORNERS 6" MAX. JAMB CORNERS 6" MAX. JAMB CORNERS a date: 10-z3-73 revisions: SERIES'600KM-11' ALUM SLIDING GLASS DOOR (LM.I.) AL-FAROOQ CORPORATION 'O 1Ao O e egCN IOfI scale: 3 g•o1'_D• A 02.25.14 REV. PER RER COMM EN75 ENGINEERS & PRODUCT DEVELOPMENT �s Solutions, LLC. 9360 SUNSET DRIVE, SURE 220 67' a os.ts.ts UPDATED TO 2074 -C 975 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) DELRAY BEACH, FL. 33445 TEL (305) 264A100 FAX. (306) 2621i979 TEL. (561) 274-9392 FAX. (561) 274-92 2 COMP-ANL\W73-S651W _ 0 dr. bY• TARID C 02.22.16 NO CHANGE THIS SHEET D 05.16.17 EDITORIAL CHANGES ONLY ehk. by: E 12.O5.1e DDM. NM1E REv. v D CD OZ mz 0I-0Ln m OmO D L CDj (n m� 1 m In mono m Z WO Z v OD n 3 (n CA (Oil N m oom I'll Z(7y 0 I 07 m t; C O N Fi D Om 0� oc p.9 z DOOR F AME HEIGHT i 0 1/6" PANEL HEIGHT 122 3/4" D L. OPG. m II I' II _ JL_____ y__ ___ II II II II II [0 - Ir----- II , - n------II II II II II II II I II u II n 1 I I i 1 z 40" 1 1 / ( m z v I 1 1 m m 4 m Mu A D maw om vz�w n zm� m x z m -H C m pppp 00 0 1 23 c + F S O�T z SERIES '600KM-11' ALUM SLIDING GLASS DOOR description REV. PER PER COMMENTS SOIUtions, LLC. UPDATED TO 2014 FBC FSlW 5 S. CONGRESS AVE. #102 NO CHANGE THIS SHEET LRAY BEACH, FL. 33445 EOUORX CHANGES ONLY . (561) 274-9392 FAX. (561) 274- , w m m y In. m _ C u m�A e 00 ,�� o z x �z 6" MAX. JAMB CORNERS u 6" MAX. JAMB CORNERS .m j1 6' MAX. z JAMB CORNERS AL—FAROOQ CORPORATION a ENGINEERS & PRODUCT 9360 SUNSET DRIVE, SUITE DEVELOPMENT 220 MIAMI, FLORIDA 33173 TEL. (305) 2648300 (C.A.N. 3539) FAX. (305) 262-6978 a r 355 1/8" TESTED CLUSTER OF ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEETS 10 THRU 11.1 UUUI( � mt w—m 3" ANCHORS IN PAIRS 3" 3' AT LOCATION —15 3—/8" Q� EACH LOCATION SHOWN I I I' II 'i it DoiD E E D D1 F I� �I REINF. REINF. REINF. REINF. REINF. J 4—O o � a II II I I I I II II II II II I' 'I I' - �I II I I O < B l� FALSE MUNTIN 53 3/4' -- 53 3/4° -' -- OPTIONAL D.L. OPG. D.L. OPG. 60 1/8" MAX. 60 1/8" MAX. PANEL WIDTH PANEL WIDTH 3 �m o� o 15 3/8- VAT WEEPS 4 TRACK 5 TRACK CLUSTER OF ANCHORS AT CENTER OF FRAME JAMB FRAME JAMB INTERLOCK/ASTRAGAL ENDS EACH PANEL IN -LINE IN -LINE SEE SHEETS 10 THRU 11.1 PAIRS PAIRS TYPICAL ELEVATION oxx-xxo a MAXIMUM DESIGN LOAD RATING = + 55.0 PSF u g a (FOR SIZES SHOWN OR SMALLER) - 55.0 PSF rc z AS PERMITTED BY FBC NOTE: DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE. 0 THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACKFRAMES WILL WHERE TESTED STILE COMBINATIONS ARE PRESENT OF MAX. NOMINAL PANEL WIDTH = 60-1/8" Bisomp171agwubit. }' MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. decode oyloeee No -bl3 . Zo ```711111 ��� (�q. MAX. OVERALL FRAME WIDTH = 500"OOpre ��•0GEN�F;"Kd���: �I �_ C _ No.70592 NOTE: a GLASS CAPACITIES ON THIS SHEET ARE ;�' Jan 8,2019� �— BASED ON ASTM E1300-09 (3 SEC. GUSTS)®�•. AND FLORIDA BUILDING COMMISSION TAiEOF i `ZOR1oP.•' r�®�; drawing no. �yl -56 DECLARATORY STATEMENT DCA05—DEC-219 EXTERIOR m � D M o > t" N 1 1/4" MIN. TYP. GLASS BITE tN.t N 1C m m N n m> W ^i O ro J OI N A 0 m D 0 m D O m D� is X b p p0 N W V1 N V1 f/1 N fA f/1 0 N N . w U331 N in 'd ** N N �`LII 0 tN0 !n N W N D O \ Z N >> >> yy yy >> D I O z r 2J A AO 0 0 A A 0 0 D D 0 0 9 T 0 0 A 2 0 p V 0 r L17 m p r r V L p r 0 0 p A N N 0 - A N A r N y d �z g 0 0 0 Z O r m m m v v g 0 0 4 4 Z i z m p w z F GZi A cZi m m m F r � m m m m In m F m m to rn F F m m x x 0 m x a v m 6 6 n � O O O O O m m O O m 0 0 0 0 0 0 0 0 0 m U I I I I I S O Z O O O p 4 U W W LI 4 W (I W W W W W W W w 4 r m m m Z m N A A Op T~~ -H OI m. W. H W [a" I I = Ap c m c m I I I I I I I I I I I I I I 1 I I I I 0 \ x c � z cZi cZi o f N 0 \ 9 O O N o SERIES 6000-11' ALUM SLIDING GLASS DOOR (L(1.1.) AL -FA CORPORATION 'p ENGINEERS & PRODUCT DEVELOPMENT SlW Solutions, L.L.C.IVE, 9380 SUNSET DR SUITE 220 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) Ira DELRAY BEACH, FL. 33445 �r TEL. (305) 284-6100 FAX. (305) 262-6978 TEL (561) 274-9392 FAX. (561) 274-9262 COMP-ANL\W13-S651W _ date: 70-23-13 revisions: n0 0 e esCfl ion E (rl se01e: 3/6• 7• A 02.25.14 REV. PER RER COMMENTS e os.l s.ls UPDATED To zo14 Tac O C) 9 7ARI0 C 02.22.16 REV. PER RER COMMENTS D 05.16.17 EDROR4LL CHANCES DNLT chk. by. E 12.05.18 coMPANr NAME REv. DOOR Fr RAME HEIGHT j m u \ x o _ e ;2E. # / !e 2 q = DOOR FRAME HEIG14T DOORr _ . DOOR FRAME DOOR FRAME 2 1x # ®� a0x e \ w )00 <m� 2 . 2 .. ! R . . 2 § �e ; lKKK„ , x§§§;3 , \) %oozM,z \»!3� G`82�2 §m§ ;o - �In &/; ����� Q o - ; ! _ {> nr, _ Kx ,oq s• /// 0Z C. CO §E /2/ . S \ / ®� r �- \��\ $c 2/=>:• m= » -I ! 9\\� S �z / \&�§ L p/� fi,��� • � } ! « SERIES '60Om ALUM s #GLASS mR( ) AL-F ROOQ CORPORATION a sms��on��c ee�-ann� _gym_ \� _ r5& 3N2� AVE. @gSUNSET2 SUITE3 m@ C |° o BEACH, 2 _,___ _)2 _. } K 4 .° \ C CHANGES c > m— e c , m— @ _� m� rw OX—XO (SHOWN) DOOR FRAME WIDTH !E H w 0 0 0 o- OX—XXX (SHOWN) DOOR FRAME WIDTH OXX—XXO (SHOWN) APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 10 THRU 14) SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 THRU 3. THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. MAX. OVERALL FRAME WIDTH = 500" swDucruLym e 00 papwag with tk F WSa bowing CO AmWmzc Na !R 0131.20 SIVI42 w DBt< I &1r72_ tra6acte®fld Z mm M ^ N a Is 0wa�m Kok � 0 t:1 V 0?m 00tea"'0 0a0o 0�N�&� m C Z O N Q W 0 a O W LL 0 CD Wy Q W ME F � l g a 0 N O U d. JQM j c U) N 0�= m ++ O UQ i �0� ^ Y 0m N U) N �rw � �•'�tCEM3F •••.• �i n o o Na. T0592 Jan 8,2019 ®'•.• STATE OF !yam drawing no. \,, clOR1OP�.• ��, W 13-56 ,. asp: • ... V 0 - POCKET NOT -PART I OF THIS NOA x Q H w o• 0 v b Cii:' O Cn p 8 vie• >< z I _ _ I POCKET NOT PART �OF THIS NOA _-__ `. 70co t° C, DOORFRAME� I POCKET NOT PART I I OF THIS NOA I s I I x o m 0 � z s o s I I I,OF POCKET NOT PART THIS NOA ..... J I I I C a date: 1a-2y_13 revisions: C �p e W 5.14 REV. PER RER COMMENTS 5.15 UPDATED TO 2014 FOC dr. by: TARIQ 2.16 NO CHANGETHISsHEfT EOITORWLCHANGES ONLYof chk hy:5.1. COMPANY NAME REV. JD5.16.17 I POCKET OT PART I I OF THIS NOA I I a s o0 -u — z x 4 �S f � z o SERIES '600KM-11' ALUM SLIDING GLASS DOOR SIW Solutions, L.L.C. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 FAX. (561) 274- NOT R NOA DOOR FRAME �__ POCKET NOT PART I x 10 j OF THIS NOA i o 0 x I A = m z f K K Ky my;g x X X X X x m� n z M m m z 3 N 0 W��,��c1I >0 �A AmAp D D'O Z=A CJ5 FFEl mo moo v�ZE �o-=i 'mInm �mz mr11n 1n m II g m A 2 o D x Z c z� m 2 m= r K O Z II II n� x �V 1= A- O II I0 DO Z -A1 0.i \ Z m �Z 2 O 31 N'A_'I 00 m `Om A O N N _O O Z Z AO ylnc ov m Z --I m v . W Z � O � fn m mo z m En z z� �N m=� DO x C AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL.(30S) 26"100 FA%.(305) 2626978 DOOR FRAME WIDTH 5= i S 0 0 D D1 Di F D1 D1 D E E OXXX-XXXO APPROVED CONFIGURATIONS NON -POCKETED DOORS FOUR (4) TRACKS il DOOR FRAME WIDTH r---- = I R D D D W i r 18Z o- a e= r. Ln ix IY� O IU o to, PXXX (SHOWN) DOOR FRAME WIDTH U la � ISO s.D � b ~ol ISO zzl Izz 1 Y�I 0 IVl IY!- U I U o Ina L--- moil - `ao -- PXXX—XXXP (SHOWN) APPROVED POCKETED CONFIGURATIONS DOORS FOUR (4) TRACKS U DOOR FRAME My l� Z� 0 P M � F W Z N G � n 0 t "n V oa Bo aco -aa ®WWd�� awzLLH p J z m Q �Y Q W Ol E F NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE-APPLICAStE-ANCHOR-INSTALtATIONS-IN-SHEETS-IO-THRU-Y4r SEE APPLICABLE ELEVATION FOR ANCHOR LOCATION IN SHEETS 1 THRU 3. THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3. 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 60-1/8" MAX. DOOR HEIGHT = 132" MAX. OVERALL DOOR FRAME AREA = 488 SQ. FT. MAX. OVERALL FRAME WIDTH = 500" MGM nonucrREVIND 118 moFM°S MIL ILe FLvW bd*C Co k lu"FreaceNO-G/jj.Zo 0D1 144K� C� No. 70592 Jan 8,2019 Ix iff��•' STATE or � I g a N N O VaLO in H mini N � C O D= 2 rn jzn0 Y O 0 N S E L6as E2 3n�-j Drawing no. W13-56 DOOR --- FRAME I POCKET NOT PAR x I OF THIS NOA I Q a).a• v r�- C L�7 i ,> o Ut 00 --- 4 0n.o y X X X 4 A 1 x x x Z X x b ... o �N^r7z� Z N cm c m�T R7 i � IPOCKET NOT PART y c0 mm Z ____ __ m m N i POCKET M1 r 0 0 - O Z A N O A D m r S V) n O Z In O r0 z Z f) Ln -0 D_ m m Z N N z�m o z mX A �c > �x X 3 to m < O O O D S;g D m r r r m r m 0 o c» T> Oxa-1 n m m A p m m K+ N Z = m ' = F K II A II n CO o o K O O II I m -q Z 0 OD m-D-IZ m ' O m N Z N O V1 D O mz w v- m to O m� X 0 OP 18 N N O Tl�jlllIII, �```\\\\ L_____ POCKET ___ DOORFRAME HEIGHT I _ I POCKET NOT PART I OF THIS NOA 1 I F I 1 � 0 A X X o X m 0 f N i o m m Z 0 a SERIES '60OKM-11- ALUM SLIDING GLASS DOOR (L..I.) AL-FAROOQ CORPORATION 'o i E ENGINEERS & PRODUCT DEVELOPMENT w. SIW Solution S, LLC. 9360 SUNSET DRIVE, SUITE 220 RT, g75 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3638) ,/� DELRAY BEACH, FL. 33445 T.L. (305) 264-8100 FAX. (305) 2626978 C TEL. (S61) 274-9392 FAX. (561) 274-926F COMP-ANL\W13-56SIW data: 10-23-13 revisions: NO 0 e description scale: A 02.25.14 REV. PER RER COMMENTS GJ B o5.t5.t5 uPDaTED TO 2014 FBC Or. by: TARip C 02.22.16 NO CHANGE THIS SHEET P D 05.16.17 EDITORIAL CHANGES ONLY chk. by: E 12.05.16 COMPANY NAME REV. TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS (5) PAIRS AT STILE ENDS 5) PAIRS AT STILE ENDS V A N SEE ELEV. FOR SPACING (5) PAIRS AT STILE ENDS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING II SEE ELEV. FOR SPACING n 18Y OR 2BY WOOD BUCK o� METAL (SEE NOTE BELOW) o� STRUCTURES Z ® j i .' EOGE GIST: ... .1. 5/8.. EDGE 'A t MIN• 1'. _ .CONCRETE'- . .EDGE DIST.: N .. 1 .?/B� EDGE DIST. I EDGE 'MIN. EDG T. 1 5 DIST. EDGE DIST. Q� Z O Q a U .CONCRETE'- . MIN. _� o d _ I HOC O Iq �u �N �N O ^ paco.°� O= 4 - ------------------- Z p n 4 it MIAMI-DARE COUNTY II ij Q W Inc V' = M APPR•D MULLIONjl �I SEE SEPARATE NO I� O O l I II II it I I 1L---------- --- I M i c w M Q c �I I III II I N N TYPICAL ANCHORS IN PAIRS U V v (5) PAIRS AT STILE ENDS 'SIW 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY SOLUTIONS' SEE ELEV. FOR SPACING z J> M III IIQ I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q , AND TRANSFER THEM TO THE BUILDING STRUCTURE. rn L-_j a II �I +� w :- y V' U I TYPICAL ANCHORS: SEE ELEV. FOR SPACING Y a 0 o W 1/4" DIA. ULTRACON BY 'ELCO(F-177 KSI, Fy-155 KSI) of N INTO WOOD STRUCTURES W 3 t, L 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) y m o ii THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY O I!+il I!ii 1-3/8" MIN. EMBED INTO CONCRETE (HEAD) p! u ili it li i i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY o I i ii 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) BRODUCPREMM o ¢ S w I ! 2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ��Ph�BrritAtheFhdit ro ¢ Ii ii i i I'i I INTEGRAL RISER SECURED TO EACH JAMB Aaeptaaa No I�^'�' Zp WITH (2) #6 X 1/2' FH SM5 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Ezplraalen Date a"li z o s FFTTCC��FF 1I FFTI��TIFFTT F��TIF1 I SILICONE INTO METAL STRUCTURES / SEALANT STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) Mt,a ,*Q iadoctCoaYe� ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) e N 19 ® ® N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o o N N H o B a O #14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) � l 0 0 a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") ``�71UUL11T o •o 2A '' v (NO SHIM SPACE) ���� qQ ®� y� n ` • • �® i� n `v� . 'CQNCRETE l!' Ilr1AIN ." s •2 Vs, 1SCENSF POURED & HARDENED TYPICAL EDGE DISTANCE _ HIGH STRENGTH GROUT INTO CONCRETE AND MASONRY = 1" MIN. (EXCEPT AS NOTED) _ No. 70592 _ of a EDGE DIST ' ' I . MIN:: 1 ""' f'c= 50Ps1 MIN. NOT BY SIW INTO WOOD STRUCTURE = 1" MIN. NO S - MUST TRANSFER SHEAR INTO METAL STRUCTURE = 3/4" MIN. Jan 8,2019� SHIMS LOADS 70 STRUCTURE ;°�0 STATE OF Qy�'� drawing no. OPTIONAL TYPICAL ANCHORS WOOD AT HEAD OR JAMBS SG = 0.55 MIN.' p IN PAIRS .•< ...O.. CONCRETE HEAD, SILL JAMBS = 3000 PSI MIN. 'i�aS�® •• (5) PAIRS SEE ELEV. AT STILE ENDS O BLOCK JAMBS FOR SPACING C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 1/4" MAX. O N D] O m EXT. EXT.�b-.p. p" EXT. o o= o PZi m 0, . z.c�. z> rN apQ V2 Np N O O 3 W' W C A ,.. Z !. Z \ Z \ _ ap.p mIN mv� -.pr�.p A m '1ynyy A flit' ZZ ay m U1 O S AyA O - I 4 C) r:l . 1 /2" MAX. m z 1 /2" MAX. I WWW--- y Fi _N z w n SHIMS czi N y SHIMS z z Z A N 47 p y NS zz Oyu N N EXT. WOOD cpi STRUCTURE m w s Z EDGE DIST. 3 1/4" EDGE mv� MIN. DI mZ� mmv m -ov ma J N G m ny i iF O O S NON A OS >m I 1A 1/2" MAX. m 2 SHIMS I_�N ? S N O N EXT. m CD p �r EDGE DIST. 3 1/4 EDGE m N e m .O v_ a.• m D Nn Z w A O z nN z S p m4o EDGE DIST. 3 1/4" EDGE ~ m �m z MIN. DIST. Zzv 3/8" MAX' w SHIMS w r.� \ EXT. __ Tn I m�E I� II Epp II II i g II Om �I �zc II �• �v1� `� R �•g i R A ¢o =gig . =P'o om pq:o TJ Z >Z, NON I II z z , 00> ffff 111111"N y a date: 10_23_1y revisions: ISERIES '600KM-11' ALUM SLIDING GLASS DOOR (L .I.) AL-FAROOQ CORPORATION! a A .2 edescription C ENGINEERS &PRODUCT DEVELOPMENT A 02.25.14 REV. PER PER COMMENTS scale: 3/B• = 1• SIW Solutions, LLC. C.1J �' 9360 SUNSET DRIVE, SUITE 220 B o5.15.t5 UPDATED TO 2014 FBC 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) �+ 0 I dT. by: TARIO C 05.16.17 REV. PER RER COMMENTS DELRAY BEACH, FL. 33445 TEL (305) 26"100 FAX. (305) 262-6978 c � D 05.t6.17 EORORIFL CHANCES ONLY ehk. by: E 12.05.18 COMPANY NAME REV. TEL. (561) 274-9392 FAX. (561) 274-92 2 C0MP-ANL\W13-56SIW 1/a^ MAX. 0 o, " CA x n� r N EM. m� m _ may �r1 r <Ny Z m7O A �rN m v C1N'"O 00 N _ O EXT. m K EXT. f1 ED O T m m° o 0 0 0 0 m 0 z �" o m ' ? A ? A Lr ' pm. •' ,m G1�/IyIp/1 0> N O A 45. •'2 0�2 D O 2 ,NOON '. �mN z OZ N LZ10 y N /2" MAX. vai 1/2" MAX. SHIMS SHIMS EXT. WOOD o STRUCTURE EDGE DIST. 3 1/4" EDGE 0 MIN. DIST. o N2��m m� 2' z cD 0 0 1 a: N Z \ ' A nrum ? m � Eyyne N Nyy �Z m oy= m �N0 EDGE DIST. 3 1/4� EDGE 2 MIN. DIST. 2 Z P o oN2 0N �m N Nmm(7 1/2" MAX. •d �,OAi� SHIMS 0 x 0 N EXT. v c O C A 0.2 N EDGE DIST. 3 1/4- EDGE DI y�mC1JjaF ri O `ND 0 z 0 3 A 2 \ N t w my N EXr. N 55 I II Noo II v-( >m- �g z4Z Dom ^� o o l l 3/8- MAX. N N DZ cz, 11 SHIMS aD ` Od ' A i•i c < N g II II fOfRR: D I.y, 1 ANC �1 NON I i / �..•.. � � 1 v oNA II II T a sore: to-zs-ts revisions: SERIES '600KM-11' ALUM SLIDING GLASS DOOR (OM.I.) AL-FAROOQ CORPORATION N £ n0 0 e eSCFI ion ENGINEERS & PRODUCT DEVELOPMENT j W scale: 3/B• a t• A 02.26.14 REV. PER RER COMMENTS S�W SO(UtIOf1S, LLC. 9360 SUNSET DRIVE, SUITE 220 B 05...... UPDATED TO 2014 FBC 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (CA.N. 3538) �• bY• TARIO C 02.22.18 REV. PER RER COMMENTS �r o (�7 DELRAY BEACH, FL. 33445 TEL (305) 264.8100 FAX. (305) 262-6978 0 D OS.l6.tT EDITORIAL CHANGES ONLY (fl Chk, by: E 12D5.1B COMPANY NAME REv_ TEL. (561) 274-9392 FAX. (561) 274-92 2 (:n MP_°MI\W1-4_yA1Z1W p 3 1/4- •� 0CD ro C a C o WB L dote: 1p_23_13 revisions: no3D2.25.14 daleescn Ion acola: 3/g• s i• A REV. PER RER COMMENTS UPDATED TO 2014 FBC C REV. PER RER COMMENTS D EORORIAL CHANGES ONLYeCOMPANY NAME REV. CONCRETE 0 OR MASONRY i EDOE.D MIN.47 ' AGGER p' IX O 0 O ai n Z Z m l C Z m CEO � �W Ai0 ��Z I I x D N � a I �� � •. n I Soo 4 0� n Z - EDGE DIST. 3 1/4" A SERIES '60OKM-11' ALUM SLIDING GLASS DOOR SIW Solutions, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX. (561) 274- z mDa �Nr . z o a pz -Dim � A v AL-FAROO,Q CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT p 9360 SUNSET DRIVE, SURE 220 'A1' MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 264-8100 FAX. (305) 262697E 3 1/4" m m EDGE DIST. MIN. STAGGERED .2 {„yr <<� o C� x n 7 I .o OP a date: 10-23-13 revisions: SERIES '6000-11' ALUM SLIDING GLASS DOOR o no a e description i scale; 3�g• a 7• A 02.25.14 REV. PER RER COMMENTS S1W Solutions, LLC. W B 05.15.15 UPDATED TO 2014 FBC 975 S. CONGRESS AVE. #102 dr, by; TARIO C 02.22.16 NO CHANGE THIS SHEET DELRAY BEACH, FL. 33445 D 05.16.17 EDITORIAL CHANGES ONLY 0, 9 ahk. by: E 12.05.16 COMPANY NAME REV. TEL. (561) 274-9392 FAX. (561) 274- W O e AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 332.73 (C.A.N. 3538) /� TEL. (305) 264-8100 FAX. (306) 262697e 6r SHIMS ED of p _ oZ r O gzR°atn 3 o c K D j O v� W ZO rq 0 Z'�c w m z z 0 Z m (� x m o� CO) > oN o o O O z ? 0 n 0 % O Z:OJ�� 2 A •� .P a y om 9�1• v i N x rn m a O f (� 0 ITARIO 01 OI Qi ao<e: To- -(revisions: no a e eScri Ion scale: 3/g• = t• A 02.25.14 NO CHANGE THIS SHEET E 05""' UPDATED TO 2014 FOC C 02.22.16 REV. PER RER COMMENTS D 05.16.17 EDITORIAL CHANGES ONLY Chk by: E 12.05.16 COMPANY NAME REV. R EDGE DIST. 3 0 3 1/4" EDGE DIST. MIN. STAGGERED SERIES '60OKM-11' ALUM SDDING GLASS DOOR (.M.I.) AL-FAROOQ CORPORATION a SIW Solutions, LLC. ENGINEERS& PRODUCT DEVELOPMENT 936O SUNSET DRIVE, SURE 220 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33173 (C.A.N. 3538) DELRAY BEACH, FL. 33445 TEL(305) 264 83A0 FAX (305) 262-6978 `r TEL (561) 274-9392 FAX. (561) 274-9g62 r.OMP—ANI\W13—SF.SIW L -4775--�{I �I .125 1.875 7 II .250 {-.075 TRACK FRAME HEAD4 p6.400125 8.025 ,953- 125 068 1.471 ^•124 a 73 SHORE A01C J57 TENSILE STRENGTH (1007. STRAIN)= 406 PSI TENSILE STRENGTH (BREAK)= 1058 PSI ELONGATION AT BREAK 460% SPECIFIC GRAVITY - 0.98 GLAZING GASKET SANTOPRENE EXTRUDED BY 'CENTRAL PLASTICS' 13 SCALE t:t Z °J 0 2 `� �2H O O N`, Ot M, 0 a O < 1 0 R Z O a W N J Z05 0 g Q N M m eVv al �3 o125 .oi s N o F 1.875 � 7 II LF.250 {�-,075 TRACK FRAME HEAD 1.875 � 1.577 II .250 I•�.075 1C 5 TRACK FRAME HEAD 4.937-�{ .125 I 1.000 .500 I� �b S.a39--�1 3 TRACK FRAME SILL 6 563 �i8.188 .125 IHARDNESS b II �n III` II n 1.000 50D - ' �I Imo. �b- 7.064 2B 4 TRACK FRAME SILL d II �n II n II n II n II n II� 1.000 .500 -. 9. 8.689 2c 5 TRACK FRAME SILL o 1.250 Imo- I 12$0 1.2I50 1.250 L 1.250 1.250 13 5jr7f 7=0 5 --� 1.375 -� 250 -T •25D-1 5.000 6.625 8.250 .25'-1 .Dso .080 .080 ® 3B 3C 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB -�I1 949 �•I 1.23D I� 1.812 T{i11.375 .125 IIIjFTI��___ 1TII�I .100 1-tU1� .100 [ .OS2 3.165 lf( fLf 4.222 3.070 FIF .082 1.765 �i .949 W- I I I -�•I 1.230 2.437-�i1 3.812 ® PANEL TOP RAIL Q PANEL BOTTOM RAIL I FEMALE ASTRAGAL 3.187 B .082 .125 49 949 1.551 2.375 �I 1.141 f� I 312�1 Q STD. INTERLOCK STILE 3.187 10 2-3/4" SILL ADAPTER 949 3.128 ,3,� 7]T 045 1.455 .125 I _� 1.812-�i 12 Q H.D. INTERLOCK STILE JAMB ANCHOR COVER j� 1.585 I I�Ip .076 I I F1250 -7 2.5282.028 2.748 3.078 .994.9 L= T- .789 1.036 3.458 11 REINFORCEMENT 23 HOOK STRIP .18 - .082 II( � ''-¢ 1.22>. 0 L_..�,-J �9 I 1.812 0 JAMB/LOCK STILE 3.371 2.000 .082 2.798 .949 3.172 O� H.D. LOCK STILE ftODUC r REVISED m �yplYicg Wilk the F7erUL \`%W 11 l l l l / l' balding Codc �� A�q®iii Aeteptmec No 0�3%• �1J `� OP-NS F•'• H+1*14ka Date- Z - ` �Idh C�� `i7 :• : Tl _ Jan 8.2019 ; ®•. TATE OF 7 �� ,� �....... ���.� 1/111111 _ � og vy� `�-' z i 0 W N N a O U - �. J W M Ntnw N C w � O m ¢ � p 11. O U m N u) >- N Q n ?� U " N Ot o 4 0 6 Iz o c m m o d w 0 0 a m 0 0 o n1.375 o 9 g O o drawing no. W13-56 n z I- m 0 c'1 0 z a o date: 10-23Udeteo 10_23_133 = 1 Nevis.....: escrl Ion3/8 NO CHNGE THIS SH(A OPOATED TO 2014 F 01 A05.16.17 NO CHANGE THIS SH EDITORIAL CHANGESa3 ehk Ey: COMPANY NAME REV. No A z � z x P s O m to I C ' / s OzylLy+l�1j mm c— Put �F rlm��4x 0 gym �,,;1 m�m�A1 JmCN . q �1m�-i G S; >I �Rjj m r 'r � N �FyX O ON G) N ZEc \ m = SERIES '60OKM-1f ALUM SLIDING GLASS DOOR (�M. SIW Solutions, LLC 975 S. CONGRESS AVE. 102 j DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 FAX. (561) 274-9 62 1� my W 0�r Y �` ono �rz y OOZ D Z o 1 N f- m o A AO Z Z m x � AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) 6� TEL. (305) 2648100 FAX (305) 262-6976 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - ResikdentiajfL_I ,fE r� -f - , ce IVI- thod l ProjectName: AQUAVISTA LOT #7 BuilderName: SION HOLESOIW*k b�ON 1?nStreet: LOT#7 PermitOffice: ST. LUCINTYCity, State, Zip: FT. PIERCE, FL, PermitNumber: Lucie County, Permitting Owner: VENETIAN ADMINISTRATION LLC Jurisdiction: DesignLocation: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From 9. Wall Types (5375.5 sqft.) Insulation Area IPlans) 2. Single family or multiple family Single-family a. Concrete Block- Ext Insul, Exterior R=4.1 5141.50 ft2 b. Frame - Wood, Adjacent R=11.0 234.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2454.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=20.0 2454.00 ft2 6. Conditioned floorarea above grade (ft2) 5033 b. N/A R= ft2 Conditioned floorarea belowgrade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(1294.7 sqft.) Description A ea a. Sup: Attic, Ret: Attic, AH: MECH 1 6 145 a. U-Factor: Sgl, U=0.85 129 .70 ft2 b. Sup: Attic, Ret: Attic, AH: MECH 1 6 275 SHGC: SHGC=0.35 c. Sup: Attic, Ret: Attic, AH: MECH 2 6 145 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 18.0 SEER:16.00 c. U-Factor: N/A ft2 b. Central Unit c. Central Unit 45.5 SEER:16.00 24.0 SEER:16.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 34.0 COP:1.00 Area Weighted Average Overhang Depth: 7.1160 ft. c. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.350 14. Hot water systems 8. Floor Types (5033.0 sqft.) Insulation Ar a a. Electric Cap: 50 gallons a. Floor Over Other Space R=0.0 2324.0I�0 ft2 b. Conservation features EF: 2.000 b. Slab -On -Grade Edge Insulation R=0.0 1472.D0 ft2 None c. other (see details) R= 1237.I00 ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 159.43 Glass/Floor Area: 0.257 PASS Total Baseline Loads: 158.83 I hereby certify that the d by B SIST plans and specifications cover 7 Review of the plans and A this calculation are in compliance with the Florida I gy specifications covered by this V. Code. calculation indicates compliance y^�' �i;;�F`' = ����•���� with the Florida Energy Code. !�+ rrrrr.2% - PREPARED BY: Before construction is completed. DATE: 5-8-2020 t this building will be inspected for'��e� compliance with Section 553.908 a I hereby certify that this building, as designed, is in co pliance with the Florida Energy Code. Florida Statutes. �'Op y,,E OWNER/AGENT: BUILDING OFFICIAL: DATE: o � DATE: i - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.312.1. - Compliance requires an Air Barrier and Insulation inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is hot greater than 0.030 Qn for whole house. 5/7/2020 3:06 PM EnergyGauge® USA 6.0.02 (Revs 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 9 w� FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: AQUAVISTA LOT #7 Bedrooms: 4 Address Type: StreetAddress BuildingType: User ConditionedArea: 5033 Lot# OwnerName: VENETIAN ADMINISTRATIO Total Stories: 3 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: BuilderName: SION HOMES CONSTRUCTI RotateAngle: 0 Street: LOT #7 Permit Office: ST. LUCIE COUNTY CrossVentilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, FamilyType: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design DailyTemp V DesignLocation TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_VERO_BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 UNIT #2 2615 28765 2 UNIT #1 1157 10413 3 UNIT #3 1261 11349 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 LOBBY 252 226118 No 0 1 Yes Yes Yes 2 MECH 1 180 16210 No 0 1 Yes Yes Yes 3 BONUS ROOM 604 5431 No 4 1 Yes Yes Yes 4 CABANA 121 10819 No 0 1 Yes Yes Yes 5 OPEN TO BELOW 225 2475 No 0 1 Yes Yes Yes 6 POWDER 55 605I No 0 1 Yes Yes Yes 7 MASTER BATH 160 1760 No 0 1 Yes Yes Yes 8 TOILET 30 330I No 0 1 Yes Yes Yes 9 WIC 160 1760 No 0 1 Yes Yes Yes 10 MASTER BEDROO 339 3729I No 0 1 1 Yes Yes Yes 11 GREAT ROOM 767 8431 No 0 1 Yes Yes Yes 12 LIBRARY 294 3234 No 0 1 Yes Yes Yes 13 BATH 6 90 990 No 0 1 Yes Yes Yes 14 UTILITY 90 990 No 0 1 Yes Yes Yes 15 KITCHEN 405 4455 Yes 0 1 Yes Yes Yes 16 BEDROOM 4 224 2016 No 1 1 1 Yes Yes Yes 17 BATH 3 104 936 No 0 1 Yes Yes Yes 18 BATH 4 82 738 No 0 1 Yes Yes Yes 19 BEDROOM 3 184 1656 No 1 1 1 Yes Yes Yes 20 BATH 2 95 855 No 0 1 Yes Yes Yes 5/7/2020 3:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 9 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SPACES Number Name Area �'olume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 21 BEDROOM 2 271 24! 39 No 1 1 1 Yes Yes Yes 22 LOFT 235 2I115 No 2 1 Yes Yes Yes 23 MECH 2 66 594 No 0 1 Yes Yes Yes FLOORS # FloorType Space I Perimeter PerimeterR-Value Area JoistR-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation LOBB i 19 ft 0 252 ft2 ---- 0 1 0 2 Slab -On -Grade Edge Insulation MECH p 9 ft 0 180 ft2 -__- 0 1 0 3Slab-On-Grade Edge Insulation BONUSROOM55ft 0 604ft2 ---- 0 1 0 4Slab-On-Grade Edge Insulation CABANA 33ft 0 121 ft2 ---- 0 1 0 5 Floor Over Other Space OPEN TO BELO ---- _--- 225ft2 0 0 1 0 6 Floor Over Other Space POWDER ---- ---- 55ft2 0 0 1 0 7 Floor Over Other Space MASTER BATH ---- ---- 160 ft2 0 0 1 0 8 Floor Over Other Space TOILET ---- ---- 30ft2 0 0 1 0 9 Floor Over Other Space WIC ---- ---- 160ft2 0 0 1 0 10SIab-On-Grade Edge Insulation MASTER BEDRO 5.7 ft 0 44 ft2 ---- 0 1 0 11FloorOver Other Space MASTER BEDRO ---- ---- 121 ft2 0 0 1 0 12FIoor Over Other Space MASTER BEDRO ---- ---- 174ft2 0 0 1 0 13Crawlspace GREAT ROOM 28 ft 0 537 ft2 19 0 0 1 14Floor Over Other Space GREAT ROOM ---- ---- 25 ft2 0 0 1 0 15FIoor Over Other Space GREAT ROOM ---- ---- 180 ft2 0 0 1 0 16FIoor Over Other Space GREAT RO M ---- ---- 25ft2 0 0 1 0 17Crawlspace LIBRARY 15.2 ft 0 224 ft2 19 0 0 1 18SIab-On-Grade Edge Insulation LIBRARY 4.8 ft 0 70 ft2 _--- 0 1 0 19Crawlspace BATH 6 3.3 ft 0 14 ft2 19 0 0 1 20SIab-On-Grade Edge Insulation BATH 17.7ft 0 76ft2 ---- 0 1 0 21Crawlspace UTILITY 8.9 ft 0 80 ft2 19 0 0 1 22SIab-On-Grade Edge Insulation UTILITY 1.1 ft I 0 10 ft2 ---- 0 1 0 23Crawlspace KITCHEN 35.8 ft 0 382 ft2 19 0 0 1 24SIab-On-Grade Edge Insulation KITCHEN 2.2 ft I 0 23 ft2 ---- 0 1 0 25FIoor Over Other Space BEDROOM ---- I ---- 208ft2 0 0 1 0 5/7/2020 3:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 9 Gr1RflA PAA,,-7r117 IMPI IT SUMMARY CHECKLIST REPORT ------------ FLOORS # FloorType Space Perimeter PerimeterR-Value Area JoistR-Value Tile Wood Carpet 26FIoor Over Other Space BEDROO IM4 --_- ____ 16ft2 0 0 1 0 27SIab-On-Grade Edge Insulation BATH 3 19.7 ft 0 64 ft2 ---- 0 1 0 28FIoorOver Other Space BATH 3 ---- ---- 40 ft2 0 0 1 0 29Floor Over Other Space BATH 4 -_-- _-_- 82 ft2 0 0 1 0 30SIab-On-Grade Edge Insulation BEDROOM 3 1 ft 0 9 ft2 ---- 0 1 0 31FIoor Over Other Space BEDROOJ1 3 ---- -_-- 175ft2 0 0 1 0 32SIab-On-Grade Edge Insulation BATH 5.8 ft 0 19 ft2 --_- 0 1 0 33FIoor Over Other Space BATH __-_ ---- 12 ft2 0 0 1 0 34FIoor Over Other Space BATH 2 ---- ---- 64 ft2 0 0 1 0 35FIoor Over Other Space BEDROO. 2 ---- ___- 65ft2 0 0 1 0 36FIoor Over Other Space BEDROOMI2 --_- ---- 102ft2 0 0 1 0 37FIoor Over Other Space BEDROO 2 ---- --_- 96ft2 0 0 1 0 38Floor Over Other Space BEDROO 2 __-- I __-- 8 ft2 0 0 1 0 39FIoor Over Other Space LOFT ---- _--- 235ft2 0 0 1 0 40FloorOver Other Space MECH 2 ---- ____ 10 ft2 0 0 1 0 4 1 Floor Over Other Space MECH 2 ____ ---- 11 ft2 0 0 1 0 42FIoorOver Other Space MECH 2 ---- ___- 45 ft2 0 0 1 0 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Metal I2584 ft2 I 0 ft2 Light N 0.6 No 0.9 No 20 18.4 ATTIC I IRCC V # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Unvented 0 2452 ft2 N N 5/7/2020 3:06 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 9 FORM R405-2017 INPU I SUMMAKY UI-ItUKL15 I KtPUK I CEILING # Ceiling Type I Space R-Value Ins Type Area Framing Frac Truss Type 1 UnderAttic(Unvented) PIOWDER 19 Blown 12 ft2 0.1 Wood 2 UnderAttic(Unvented) MASTER BATH 19 Blown 141 ft2 0.1 Wood 3 I UnderAttic(Unvented) TOILET 19 Blown 30 ft2 0.1 Wood 4 UnderAttic(Unvented) MASTER BEDRO 19 Blown 225 ft2 0.1 Wood 5 UnderAttic(Unvented) GREAT ROOM 19 Blown 114 ft2 0.1 Wood 6 UnderAttic(Unvented) LIIBRARY 19 Blown 86ft2 0.1 Wood 7 UnderAttic(Unvented) BATH 6 19 Blown 90 ftz 0.1 Wood 8 UnderAttic(Unvented) UTILITY 19 Blown 90 ft2 0.1 Wood 9 UnderAttic(Unvented) KITCHEN 19 Blown 405ft2 0.1 Wood 10 UnderAttic(Unvented) BEDROOM 4 19 Blown 224 ft2 0.1 Wood BATH 11 UnderAttic(Unvented) 19 Blown 104ft2 0.1 Wood BIATH 12 UnderAttic(Unvented) 4 19 Blown 82 ft2 0.1 Wood 13 UnderAttic(Unvented) BEgROOM3 19 Blown 184ft2 0.1 Wood 14 UnderAttic(Unvented) BATH 2 19 Blown 95 ft2 0.1 Wood 15 UnderAttic(Unvented) BEDROOM 2 19 Blown 271 ft2 0.1 Wood 16 UnderAftic(Unvented) IOFT 19 Blown 235ft2 0.1 Wood 17 I UnderAttic(Unvented) MECH 2 � 19 Blown 66 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 SE Exterior Concrete Block- Ext Insul LOBBY i 4 !1 4 0 9 0 36.0 ft2 0 0 0.4 0 2 SW Exterior Concrete Block -Ext Insul LIOBBY 4 I1 13 6 10 0 135.0 ft2 0 0 0.4 0 3 NE Exterior Concrete Block -Ext Insul M CH 1 4.1 8 1 10 0 80.8 ft2 0 0 0.4 0 4 SE Exterior Concrete Block -Ext InsddONUS ROO 4.9 36 0 9 0 324.0 ft2 0 0 0.4 0 5 SW Exterior Concrete Block Ext InsdHON I _ - S ROO 41, 17 1 10 0 170.8 ft2 0 0 0.4 0 6 NE Exterior Concrete Block- Ext Insul CABANA 4.1 13 6 10 0 135.0 ft2 0 0 0.4 0 _ 7 SE Exterior Concrete Block- Ext Insul CABANA 4.1 9 0 9 0 81.0 ft2 0 0 0.4 0 8 NW Exterior Concrete Block- Ext Insul CA ANA 4.1 8 1 10 0 80.8 ft2 0 0 0.4 0 9 SE Exterior Concrete Block- Ext InsKiilPE;TO BE 4.1 4 0 11 0 44.0 ft2 0 0 0.4 0 _ 10 SW Exterior Concrete Block- Ext Ins0PEf1 TO BE 4.1i 15 0 11 0 165.0 ft2 0 0 0.4 0 11 SW Exterior Concrete Block- Ext Insul POWDER 4.1 5 0 11 0 55.0 ft2 0 0 0.4 0 12 SE Exterior Concrete Block- Ext InsLIVIAS IER BA 4.1I 7 0 11 0 77.0 ft2 0 0 0.4 0 13 SW Exterior Concrete Block- Ext InsLJVIAS IER BA 4.11 14 0 11 0 154.0 ft2 0 0 0.4 0 14 SE Exterior Concrete Block- Ext Insul TOIILET 4.11 6 0 11 0 66.0 ft2 0 0 0.4 0 15 SE Exterior Concrete Block - Ext Insul WIIC 4.1 j 16 0 11 0 176.0 ft2 0 0 0.4 0 16 NE Exterior Concrete Block- Ext InsLKIASTER BE 4.11 15 0 11 0 165.0 ft2 0 0 0.4 0 17 SE Exterior Concrete Block- Ext InsLK4ASTER BE 4.11 18 0 11 0 198.0 ft2 0 0 0.4 0 18 NW Exterior Concrete Block- Ext Ins fVIASTER BE 4.1 1 11 0 11 0 121.0 ft2 0 0 0.4 0 19 NE Exterior Concrete Block- Ext InsLOREAT ROO 4.1 33 0 11 0 363.0 ft2 0 0 0.4 0 _ 20 NW Exterior Concrete Block - Ext InsGREA ROO 4.1 j 7 0 11 0 77.0 ft2 0 0 0.4 0 21 SE Exterior Concrete Block- Ext Insul LIBRARY 4.1 1 6 0 11 0 66.0 ft2 0 0 0.4 0 _22 SW Exterior Concrete Block - Ext Insul LIBRARY 4.1 14 0 11 0 154.0 ft2 0 0 0.4 0 23 SW Exterior Concrete Block- Ext Insul BATH 6 4.1 I I 15 0 11 0 165.0 ft2 0 0 0.4 0 i I i 5/7/2020 3:06 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software i I Page 5 of 9 FORM R405-2017 INVU I SUMMAKY l HLUKLIb I KLF'UK I WALLS Adjacent (Space Cavity Width Height Sheathing Framing Solar Below Ornt Tn Wall 1ype 24 NW Exterior Concrete Block- Ext Insul �ATH 64.1 6 0 11 0 66.0 ftz 0 0 0.4 0 _25 NW Exterior Concrete Block-Extlnsul UTILITY i 4.1 10 0 11 0 110.0ftz 0 0 0.4 0 26 NE Exterior Concrete Block -Ext Insul K TCHEN4.1 15 0 11 0 165.0 ftz 0 0 0.4 0 27 NW Exterior Concrete Block - Ext Insul K TCHE" 4.1 23 0 11 0 253.0 ftz 0 0 0.4 0 28 SW Exterior Concrete Block- Ext InstBE IDROOM 4 4.1 11 8 10 0 116.7 ftz 0 0 0.4 0 29 NW Exterior I Concrete Block - Ext InstBEDROOM 4 I 4.1 14 5 10 0 144.2 ftz 0 0 0.4 0 30 NE Exterior Concrete Block- Ext Insul BATH 3 4.1 6 4 10 0 63.3 ftz 0 0 0.4 0 _ 31 SE Exterior I Concrete Block - Ext Insul BATH 3 I 4.1 I 7 0 9 0 63.0 ftz 0 0 0.4 0 32 NW Exterior I Concrete Block - Ext Insul BIATH 3 4.1 16 2 10 0 161.7 ftz 0 0 0.4 0 _ 33 NW Exterior Concrete Block - Ext Insul BATH 4 d.1 9 0 10 0 90.0 ftz 0 0 0.4 0 34 NE Exterior I Concrete Block- Ext InstBEgROOM 3 41.1 10 10 10 0 108.3 ftz 0 0 0.4 0 35 NE Exterior Concrete Block- Ext Insul BATH 2 4.1 4 6 10 0 45.0 ftz 0 0 0.4 0 36 SE Exterior Concrete Block - Ext Insul BI TH 2 41.1 19 0 9 0 171.0 ftz 0 0 0.4 0 37 SW Exterior Concrete Block - Ext Insul BTH 2 41.1 4 6 10 0 45.0 ftz 0 0 0.4 0 38 NE Exterior Concrete Block- Ext InstBED OOM 2 4A i 12 7 10 0 125.8 ftz 0 0 0.4 0 _ 39 SW Exterior Concrete Block - Ext InstBED OOM 2 4:1 8 1 10 0 80.8 ftz 0 0 0.4 0 40 NE Exterior Concrete Block- Ext Insul LOFT 4A 9 0 10 0 90.0 ftz 0 0 0.4 0 41 SE Exterior Concrete Block- Ext Insul MECH 2 4.11 11 0 9 0 99.0 ftz 0 0 0.4 0 42 SW Exterior Concrete Block- Ext Insul MECH 2 4111 5 5 10 0 54.2 ftz 0 0 0.4 0 _43 N Garage Frame -Wood LOBBY 11I 26 9 234.0ft2 0 0.23 0.4 0 DOORS # Ornt DoorType Sp Ice Storms U-Value Width Height Area Ft In Ft In 1 N Wood LOB�Y i None .2 .1 .1 .1 ftz WINDOWS Orientati nshownistheentered,Proposedorientation. Wall I Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 1 SW 2 Metal Low-ESingle Yes 0.85 0.35 N 24.0 ftz 8 ft 0 in 1 ft 4 in None None 2 SW 2 Metal Low-ESingle Yes 0.85 0.35 N 46.7 ftz 8 ft 0 in 1 ft 4 in None None 3 SE 4 Metal Low-ESingle Ye s 0.85 0.35 N 28.0 ftz 2 ft 0 in 1 ft 4 in None None 4 SW 5 Metal Low-ESingle Yels 0.851 0.35 N 67.2 ftz 2 ft 0 in 1 ft 4 in None None 5 SE 7 Metal Low-ESingle Yes 0.851 0.35 N 20.7 ftz 2 ft 0 in 1 ft 4 in None None 6 SW 10 Metal Low-ESingle Yel 0.85 0.35 N 90.0 ftz 4 ft 0 in 1 ft 4 in None None 7 SW 11 Metal Low-ESingle Ye$ 0.85 11 0.35 N 12.0 ftz 2 ft 0 in 1 ft 4 in None None 8 SW 13 Metal Low-ESingle Yes 0.85 0.35 N 30.0 ft' 2 ft 0 in 1 ft 4 in None None 9 SE 14 Metal Low-ESingle Yes 0.85 0.35 N 14.5 ft' 2 ft 0 in 1 ft4 in None None 10 SE 15 Metal Low-ESingle Yes 0.85 0.35 N 14.5 ftz 2 ft 0 in 1 ft 4 in None None 11 NE 16 Metal Low-ESingle Yes 0.85 1 0.35 N 120.0 ftz 15 ft 0 in 1114 in None None 12 SE 17 Metal Low-ESingle Yes 0.85 0.35 N 12.9 ftz 2 ft 0 in 1 ft 4 in None None i 13 NW 18 Metal Low-ESingle Yes 0.85 0.35 N 12.9 ftz 2 ft 0 in 1 ft 4 in None None 14 NE 19 Metal Low-ESingle Yes 0.85 1 0.35 N 200.0 ftz 8 ft 0 in 1 ft 4 in None None 5/7/2020 3:06 PM EnergyGaugeO USA 6.0.02 (Rev. I 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 9 i FORM R465-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered, Proposed orientation. Wall I Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 15 NW 20 Metal Low-ESingle Yes 0.85 0.35 N 60.0 ft2 15 ft 0 in 1 ft 4 in None None 16 SW 22 Metal Low-ESingle Yes I 0.85 0.35 N 54.0 ftz 2 ft 0 in 1 ft 4 in None None 17 SW 23 Metal Low-ESingle es 0.85 0.35 N 54.0 ft2 2 ft 0 in 1 ft 4 in None None 18 NW 25 Metal Low-ESingle I 0.35 N 12.9 ft2 2ft0in 1 ft 4 in None None 19 NE 26 Metal Low-ESingle Fes 0.$5 0.35 N 150.0 ftz 15 ft 0 in 1 ft 4 in None None 20 NW 27 Metal Low-ESingle s 0.85 0.35 N i 12.8 ft- 2 ft 0 in 1 ft 4 in None None 21 SW 28 Metal Low-ESingle Yes 0.85 0.35 N 38.8 ft' 2 ft 0 in 1 ft 4 in None None 22 NE 30 Metal Low-ESingle es 0.85 0.35 N 9.0 ft2 2 ft 0 in 1 ft 4 in None None 23 NW 33 Metal Low-ESingle yes 0.85 0.35 N 9.0 ft2 2 ft 0 in 1 ft 4 in None None 24 NE 34 Metal Low-ESingle Yes 0.85 0.35 N 64.0 ft2 6 ft 7 in 1 ft 4 in None None 25 NE 35 Metal Low-ESingle Xes 0.8I5 0.35 N 12.9 ft2 2 ft 0 in 1 ft 4 in None None 26 SE 36 Metal Low-ESingle 1(I es 0.85 0.35 N 10.0 ft2 2 ft 0 in 1 ft 4 in None None 27 NE 38 Metal Low-ESingle Iles 0.85 0.35 N 25.0 ft2 2 ft 0 in 1 ft 4 in None None 28 SW 39 Metal Low-ESingle Yes 0.85 0.35 N 25.0 ft2 2 ft 0 in 1 ft 4 in None None 29 NE 40 Metal Low-ESingle Yes 0.85 0.35 N 64.0 ft2 6 ft 7 in 1 ft 4 in None None GARAGE # FloorArea CeilingArea I Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 1232 ft2 1232 ft2 25 ft I 9 ft 11 INFILTRATION I # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000447 5894.8 323.62 608.61 .2629 7 HEATING SYSTEM # System Type Subtype I Speei Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 17 kBtu/hr 2 sys#1 2 Electric Strip Heat/ None COP:1 34 kBtu/hr 1 sys#2 3 Electric Strip Heat/ None COP:1 17 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype I Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split Single', SEER: 16 18 kBtu/hr cfm 0.8 2 sys#1 2 Central Unit/ Split Single' SEER: 16 45.5 kBtu/hr cfm 0.8 1 sys#2 3 Central Unit/ Split Single i SEER: 16 24 kBtu/hr cfm 0.8 3 sys#3 5/7/2020 3:06 PM R I - EnergyGaugeOUSA 6.0.02 (Re . 1) FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 7 of 9 FORM R405-2017 INPUT SUMMAKY UNI= :KLIb I KtPUK HOT WATER SYSTEM # System Type SubType Loca#ion EF Cap Use SetPnt Conservation 1 Electric Heat Pump MECHit 1 2. 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM i FSEC Collector Storage Cart # CompanyName I System Model# Collector Model# Area Volume FEF None None I ft2 DUCTS / ---- Supply---- --- Return --- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area I LeakageType Handler TOT OUT QN RLF Heat Cool 1 Attic 6 145 ft2 Attic 55 ft2 Prop. Leak Free MECH 1 --- cfm 34.7 cfm 0.03 0.50 1 1 2 Attic 6 275 ftz Attic 85 ft2 Prop. Leak Free MECH 1 --- cfm 78.4 cfm 0.03 0.50 2 2 3 Attic 6 145 ft2 Atti I 65 ftz Prop. Leak Free MECH 2 --- cfm 37.8 cfm 0.03 0.50 3 3 TEMPERATURES ProgramableThermostat: Y Ceiling Fans.. Cooling Jan [[ ] Feb H Jan t Feb Mar H Mar Apr f Appr May rj JunJul f i May Jun 4 Jul 1 Aug 4] Aug4 Sep Sepp Oct f Oct HNov Nov Dec H Dec Ventingg Ventin Jan [ ]Feb X Mar [X] A r [ Ma Jun [ Jul [ ] Aug [ Se [Xj Oct Nov Dec ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 1 2 31 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 j 78 78 78 78 80 80 80 80 PM 80 80 7✓3 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 .68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 I 66 68 68 68 68 68 68 68 PM 68 68 60 68 68 68 68 68 68 68 66 66 MASS Mass Type Area I Thickness Furniture Fraction Space Default(8lbs/sq.ft. 0 ft2 0 ft 0.3 LOBBY Default(8lbs/sq.ft. ft2 ft 0.3 MECH 1 Default(8lbs/sq.ft. ft2 ft 0.3 BONUS ROOM Default(8 lbs/sq.ft. ft2 ft 0.3 CABANA Default(8lbs/sq.ft. ft2 ft 0.3 OPEN TO BELOW Default(8 lbs/sq.ft. ft2 ft 0.3 POWDER Default(8lbs/sq.ft. ft2 ft 0.3 MASTER BATH Default(8 lbs/sq.ft. ft2 ft 0.3 TOILET Default(8 lbs/sq.ft. ft2 ft 0.3 WIC Default(8lbs/sq.ft. ft2 ft 0.3 MASTER BEDROO Default(8lbs/sq.ft. ft2 i ft 0.3 GREAT ROOM Default(8 lbs/sq.ft. ft2 ft 0.3 LIBRARY Default(8lbs/sq.ft. ft2 ft 0.3 BATH 6 Default(8 lbs/sq.ft. ft2 ft 0.3 UTILITY 5/7/2020 3:06 PM EnergyGauge® USA 6 0.02 (Rev I I i 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 8 of 9 i FORM R465-2017 INPUT SUMMARY CHECKLIST REPORT 7- 1 MASS Mass Type Area ! Thickness Furniture Fraction Space Default(8 lbs/sq.ft. ft2 ft 0.3 KITCHEN Default(8lbs/sq.ft. ft2 ft 0.3 BEDROOM 4 Default(8lbs/sq.ft. ft2 ft 0.3 BATH 3 Default(8lbs/sq.ft. ft2 ft 0.3 BATH 4 Default(81bs/sq.ft. ft2 ft 0.3 BEDROOM 3 Default(81bs/sq.ft. ft2 ft 0.3 BATH 2 Default(8lbs/sq.ft. ft2 ft 0.3 BEDROOM 2 Default(8lbs/sq.ft. ft2 I ft 0.3 LOFT Default(8lbs/sq.ft. ft2 I ft 0.3 MECH 2 I 5/7/2020 3:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - Flamus2017 FBC 6th Edition (2017) Compliant Software Page 9 of 9 ' 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA I I Project Name: AQUAVISTA LOT #7 Builder Name: SION HOMES CONSTRUCTION Street: LOT #7 Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: Y U Owner: VENETIAN ADMINISTRATIO LLC Jurisdiction: w Design Location: FL, Fort Pierce I U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall fie installed inithe building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped Feilfng/soffit shall be aligned with The insulation in dropped Ceiling/attic the insulation and any gaps in the air barrier' be sealed. any ceiling/soffit shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. I with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be s'I aled. Rim joists Rim joists shall include the air barrier. I Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) I of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented craw spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided beta een the garage and conditioned spac as. Recessed fighting Recessed light fixtures installed in the buildinglthermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind 120p"na and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from thelshowers and'itubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be'i installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recomrtlended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover ni a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/7/2020 3:06 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 I 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location varies 3. No. of units (if multiple -family) 3. I 1 4. Number of bedrooms 4. 1 4 13. Cooling system: Capacity 87.5 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. !No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 5033 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.850 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.350 14. Heating system: Capacity 68.0 c) Area 7c. 1294.7 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE F_ f) Other 9. Floor type, insulation level: I a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 19.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 2.00 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 41.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10B1. 11.0 2. Masonry (Insulation R-value) 10132. 1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans Yes a) Under attic 11a. 19!0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Flo ida Building Code, Energy Conservation, if not DEFAULT. I I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: i Date: 0. D glao Address of New Home: LOT #7 City/FL Zip: FT. PIERCE, FL 5/7/2020 3:06:35 PM EnergyGauge® U I A 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 MIAMI-DARE DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE RC Home Showcase, Inc. 16115 N. W. 52°d Avenue, Miami, FL 33014 SCOPE: RESOURCES (RER) 4 1 1 RECEIVED A) MAY 14 2020 ST. Lucie County, Permitting MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.sov/economy This NOA is being issued under the applicable rules and regulations governing 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 �reas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exp. (In Miami Dade County) and/or the AH product or material tested for quality assi manner, the manufacturer will incur the suspend the use of such product or in acceptance, if it is determined by Miami - meet the requirements of the applicable b, This product is approved as described her including the High Velocity Hurricane Zc DESCRIPTION: Series CS240 Alumin ition date stated below. The Miami -Dade County Product Control Section (in areas other than Miami Dade County) reserve the right to have this once purposes. If this product or material fails to perform in the accepted :pense of such testing and the AHJ may immediately revoke, modify, or erial within their jurisdiction. RER reserves the right to revoke this ade County Product Control Section that this product or material fails to ldina code. and has been designed to comply with the Florida Building Code, Sliding Glass Door—LMI APPROVAL DOCUMENT: Drawing Nd. 14-404, titled "Series CS240 SLD Glass Door (LMI), sheets 1 through 11 of 11, prepared by Eastern Engineering jGroup, dated 11/18/15, signed and sealed by Gonzalo A. Paz, P.E., bearing the Miami -Dade County Product C ntrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large ano Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) table in she t 2 and Head/sill anchor capacity tables in sheet 3. Lower DP from the tables shall control. Free jamb conditi ns must be supported by 1" Thick shim at three locations (see sheet 2) 2. Max. Door frame area not to exceed 1 - 0 ft2. See sheet 8 for approved configurations. LABELING: Each unit shall bear a perms ent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County roduct Control Approved", noted herein. RENEWAL of this NOA shall be consider d after a renewal application has been filed and there has been no change in the applicable building code nega ively affecting the performance of this product. TERMINATION of this NOA will occur �fter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the pr9duct 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 terniiiiation and removal of NOA. ADVERTISEMENT: The NOA number p expiration date may be displayed in adverti done in its entirety. INSPECTION: A copy of this entire NOA shall be available for inspection at the job sil This NOA revises NOA No. 15-0409.09 an( document mentioned above. The submitted documentation was reviewed .eded by the words Miami -Dade County, Florida, and followed by the ig literature. If any portion of the NOA is displayed, then it shall be hall be provided to the user by the manufacturer or its distributors and at the request of the Building Official. consists of this page 1 and evidence pages E-1, as well as approval ,y Sifang Zhao, P.E. NOA No. 18-0214.10 Expiration Date: November 25, 2020 Approval Date: March 29, 2018 Page 1 W*03379 M.101 1105 APPROVED REVISE & RESUBMIT C] APPROVED AS CORRECTED T,-,Z-JECTED vonm-plot the o ge,1=1 a un I'D C"� Lz:- ",N f-I C, i -EM ca h o re 3 tz�c; C"H, oitzmb,Y of wiltd) p.3 -ki) be cc, [Ijiunod and coxelaW Ell 11113 �zr: irne o itn'Im inollbn that per'Lains SdIaly to the 401:ceemn promsses or to me&,ods, Iscliniques, selpsnces and prccadures of cons"Suc- t-,G,,): Co m;nabn ci° gie work of all otler trades: and for po ftirming all work in a safe and safisfar-f0tv manner. DATE RC Home Showcase, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (NOA No.15-0409.09) A. DRAWINGS 1. Manufacturer's die dra 'ngs and sections 2. Drawing No. 14-404, titted "Series CS240 SLD Glass Door (LMI), sheets 1 through 11 of 11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed by Gonzalo A. Paz, P.E. B. TESTS 1. 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) Cy lic Wind Pressure Loading per FBC, TAS 203-94 6) For ed Entry Test, per FBC 2411 3.2.1 and TAS 202-94 Along with marked -up drawi A gs and installation diagram of Aluminum Sliding Glass Doors, prepared by Hurricane Engin,ering & Testing, Inc., Test Report No(s). HETI-15-5002, dated 03/17/15, HETI-15-5014, da ed 03/17/15, HETI-15-5015, dated 03/17/15 HETI-15-5016, dated 03/17/15 and HETI-15-5017, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calc lation, complying w/ FBC 2014(5t' Edition), dated 05/13/2015, 08/24/15 and last revised on 10/21/15, prepared by Eastern Engineering Group, signed and sealed by Gonzalo A. Pay{, P.E. 2. Glazing complies with ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department f Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICAT] 1. Notice of Acceptance No. DuPont DeNemours &,Cc Interlayers", expiring on 2. NOA No. 14-0916.10 issl Co., Inc. for the "Kurray 3. Technical data sheet of th F. STATEMENTS 1. Statement letter of compli dated AUG 20, 2015 prep A. Paz, P.E. 2. Statement of Lab complia G. OTHER 1. None DNS 14-0916.11 issued to Kuraray America, Inc. (Former E.I. ., Inc. for the "Sentry Glass ® (Clear and White) Glass )7/04/18. to Kuraray America, Inc. (Former E.I. DuPont DeNemours & itacite PVB Interlayers", expiring on 12/11/2016. ioplastic Sarlin TPV 5765B by Teknor Apex Company. to FBC 2014 (5t' Edition) and of "No financial interest" by Eastern Engineering Group, signed and sealed by Gonzalo part of above test reports. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0214.10 Expiration Date: November 25, 2020 Approval Date: March 29, 2018 E - 1 RC Home Showcase, Inc. NOTICE OE ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBNIITTED A. DRAWINGS 1. Drawing No. 14-4 4, titled "Series CS240 SLD Glass Door (LMI), sheets 1 through 11 of 11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed by Gonzalo A. P , P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY.ASSURANC� 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICTIONS 1. NOA No. 17-1114. 4 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear nd Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. NOA No. 17-0808. 2 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of �onformance, complying with FBC 611 Edition (2017), and of no financial interest, issed by Eastern Engineering Group, signed and sealed by Gonzalo A. Paz, P.E. G. OTHERS 1. NOA No. 15-0409. 9, issued to RC Home Showcase, Inc. for their Series "CS240" Aluminum Sliding Glass Door - L.M.I., approved on 11/25/15 and expiring on 11/25/20. Sifang Zhao, P. E. Product Control Examiner NOA No. 18-0214.04 Expiration Date: April 02, 2020 Approval Date: March 29, 2018 E-2 DESIGN SEQUENCE STEP 1:DETERMINE SITE SPECIFIC WIND LOADING REQUIREMENTS AS PER ASCE-07 STEP 2.'SEE SHEET 2 FOR DESIGN LOAD CAPACITY BASED ON DESIRED PANEL SIZE. STEP 3:SEE SHEET 3 FOR HEAD & SILL ANCHOR CONFIGURATIONS WITH DESIGN RATING GREATER THAN LOADS REQUIRED. STEP'4: LOWER DESIGN PRESSURES FROM STEPS 2 & 3 WILL APPLY TO ENTIRE SYSTEM. PANEL WIDTH= NOM. PANEL PANEL HEIGHT= FRAME HEIGHT-1 DLO HEIGTH=FRAME HEIGHT-fi DLO WIDTH= NOM. PANEL WIDTH-6' SEE HEAD 2, z'MAX ANCHOR _ HEAD/SILL ON SHEET (2)ANCHORS TYPE A,B OR C@3'O.0 5 � S.2 N 0 - w ❑ W LL (2) ANCHORS TYPE D @ 3- O.0 — SEE SILL ANCHOR ON SHEET 4. SEE ANCHOR DETAILS ON SHEET 4. 2 A MAX - HEAD/SILL 1 3 3 1 S-5 S-5 S-5 SS 6 S-6 S-6-7 SM S-6 S-6 2 q v 4 2 S-5 -- Z DLO YV - DLOW HEAD! SILL <• SEE ANCHOR FREE JAMB W/O ANCHORS OPTIONAL DETAILS ON SHEET 4. WIDTH WIDTH 44 P MAX 44 z' MAX TYPICAL ELEVATION SGD (OXXO) GENERAL NOTES SCALE: 112•=1'-D- THIS SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09 THE • SYSTEM IS RATE FOR LARGE MISSILE IMPACT. (SHUTTERS ARE NOT REQUIRED) ANCHORS SHOWN IN DRAWINGS ARE AS PER TEST UNITS. ANCHORS ON ALL PANEL SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACING ON CENTER (OBE)RE D W TABULATED ON SHEET 3 & 4. ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL FOR NON-HVHZ. FOR HVHZ ONE-TIME APPROVAL REQUIRED FOR MIAMI-DADECOUNTY(PRODUCT CONTROL SECTIONS) LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. USE RATING GREATER THAN DESIGN LOADS REQUIRED. .- - FRAME AREA OF ALTERNATE SIZES MUST MUST NOT EXCEED THE TESTED AREA OF 160 SF. EXISTING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE SLIDING DOOR SYSTEM. ENGINEER ON RECORD OF THE BUILDING SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. DOOR MUST COMPLY W/ EGRESS REQUIREMENTS AS APPLICABLE PER FBC. is 'i ° e - cc zis 2 r., 8 :N:: F � NO ME W 2 ng c „sue 3 CIOv LLI CIO PRODUCT REVISED the Florida o m a as complying with Building Code v M .� O NOA-No. 18-0214.10 Cc N 80 Expiration Date 25/2020 L9 o� By 4zzControl LU c =� o Miami-0ad roduct ` #. �•• No 6 34 * = %'A _ STATIA Oq t_ OF .11 m P0 KWIK CON II WITH 1YA" MIN ENETRATION INTO 3KSI E CONCRETE@3.00&W/2V H= EDGE DISTANCE. (Fy=137KS1, ANCHOR TYPEA! DETAIL Fu=138KSI) SEE TABLE SHEET4 gnunun rtre-u-u� INTO CONCRETE EC ANCHOR SPACING AT HEAD'& SILL FIXED JAMB (4-ANCHOR SCHEDULE SHOWN, SEE SHEET 3) ANCHOR SPACING AT HEAD & SILL INTERLOCK/ STRAGAL (B-ANCHOR SCHEDULE SHOWN, SEE SHEET 3) HEAD ANCHOR TYPE'B• DETAIL Q HEAD ANCHOR TYPE'C' DETAIL Y.'0 KWIK CON II WITH 1%" MIN PENETRATION INTO 3KSI CONCRETE @3' OC & W12Y' EDGE DISTANCE. (F}=137KSI. Fu=138KSI) PLASTIC SHIM 1/4" MAX ALUM.HEAD %-0WOOD SCREW @3.00 & •= i'.': '.,. W/ 2W EDGE DISTANCE &MIN 1? THREAD PENETRATION. PROPERLY FASTENED 2X WOOD BUCK BY OTHERS M,icALUM. PLASTIC SHIM 1/4• MAX HEAD EDGE Y4'0 KWIK-FLEX BIDS WITH %' MIN PENETRATION INTO METAL STRUCTURE @3. OC MIN & W11• EDGE DISTANCE. (Fy-92KSi, Fu=120KSI) ALUM/STEEL STRUCTURE (SEE SPEC. @ SHEET 3 NOTES) PLASTIC SHIM 114" MAX ALUM. HEAD -TYPICAL ANCHORS DETAILS SCALE: X-T-0' Y4"0 KWIK CON II WITH 1' MI PENETRATION INTO 3KSI GROUT FILLED CONCRETE BLOCK/CONCRETE @6" OC W1 WEDGE DISTANCE. (Fy=137KSI, Fu=138KS1) FIXED JAMB ANCHORAGE CONN. TO CMU/CONCRETE W W 1/4-20 KWIK FLEX SMS @ 6-OC & W/ 1' MIN EDGE DISTANCE TO METAL_SUEiIE ATc (BY OTHERS, SEE SPECS @ SHEET NOTES) FIXED JAMB ANCHORAGE CONN. TO METAL Li EXT O = � 9/18"MAX GAP +� 9 8 GAP NOTES .� 3/8'MIN. UP TO B' 112" MIN UP TO 9' _ 9116' UP TO 10, PRODUCT REVISED �t as complying with the Florida Building Code NOA-No. 18-0214.10 y O c3 oo W Expiration Date 11/25/2020 o3y w = ANCHOR TYPES ANCHOR TYPE ANCHOR DESCRIPTION 1/4"8 KWIK CON II WITH 1 3/4' MIN PENETRATION INT03KSI CONCRETE OR BETTER. SPACEDAT A 3° OC AND WITH 2.5° EDGE DISTANCE. (FY=137KSI, FU=138KSI) &0 WOOD SCREW @ 3 OC & W/2 " EDGE DISTANCE & MIN 1} THREAD PENETRATION. B (FY=137KSI, FU=138KSI) 1/4" 0 KWIK-FLEX GRADE5 S.D.S. WITH 3/4" MIN PENETRATION INTO METAL STRUCTURE (1/8' MIN C THICKNESS). SPACED AT 3' OC MINIMUM AND WITH V EDGE DISTANCE. (FY--MKSI, FU=120KSI) 1/4"0 KWIK CON 11 WITH 1 3/4" MIN PENETRATION INTO 3KSI CONCRETE OR BETTER. SPACED AT D MINIMUM V OC AND WITH 2.5 EDGE DISTANCE. (FY=137KSt. FU=138KSI) By rn f 0 Mlaml-D a Product Control itl Lo IH. nC 9 07 4 M DG DISTN. v W I LD Z W X W I 1 I I I 2 I I I S-5 I I II I PROPERLY FASTENED 2BY . ' WOOD BUCK ANCHOR TYPE U d HIGH STRENGTH NON SHRINK 4 CONCRETE3KSIMINATSILL POURED & HARDENER GROUT CONCRETE3KSIMINATSILL a Pc=5000 PSI MIN. NOT BY RC a G G d A HOME SHOWCASE MUST EDGE DISTANCE TRANSFER SHEAR LOADS EDGE DISTANCE STRUCTURE PROPERLY FASTENED 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM OTRANSFER THEM TO THE BUILDING STRUCTURE. o of CONCRETE AT HEAD, SILL OR JAMBS 3KSI MIN. H GROUT FILLED C90 BLOCKAT JAMB MIN Z «'�� TYPICAL SECTIONS SCALE: 6=1'-0' A 5 awn PRODUCT REVISED C) LL as complying with the Florida Building Code w NOA-wo. 18-0214.10 W o 3 Expiration a 11/25/2020 C13 / , g <.J Ni w IN1ami-Dade Product Control ' Af =� 0�3 OP ''� /CS n� cQs • • ��� SHE��nntP �, 5 "A' (2) t°X9'X0.151" THK @ 8" FROM TOP & BOTTOM (4)1'X8 a"X0.151' THK @ CENTER 9/16° MAX GAP EXTERIOR DETAILS EE 4 S-6 E10 E11 HORIZONTAL SECTION SGD(OXXO) SCALE: 6"=1'-0 INTERIOR 246" W/9¢" HEIGHT 6 �_ (4)}"-20XJ" M.S @ 1-1/4"O.C. S-6 S-6 � v v �v (4)a"-20X4° M.S @ 1-t/4°O.C. \—i1 — — e — OLD I DLO r FRAME WIDT EXTERIOR 9 (2) 1"X9'X0.151" THK @ 8" FROM TOP & BOTTOM a (4) 1'X8 a"X0.151" THK @ CENTER d. w co N 6"X8"X1" T WOOD SHE vl PRODUCT REVISED p rn c @ BOTTON 1, as complying with the Florida TOP AND Building code NOA-No. 18-0214.10 p v a a w CENTER 0 Expiration Date 11/25/2020 W Oq By rWi� ( � Mlami- de Product Control rL`V`! 0 x � �rrll ♦�� CENS A * • 0 6073' � 3 O' : ATE O ` •� 2 � � E T BLESHEET2 'rr �I�� SNL�7. 6 OF 11 WWRAWAWA �i � r`` � : • • I � I fir! ri�r� OIL .. .. Ililll - : , WON, Product Control • r. STAT 0 Q p d� 7 °y.� T' a o O109c ° n'e CT 9 m,1 i ° E• m U L17h7 c `.� 00 7C C, ��� ,, n N N m .CO o A o v o y vm u' 4 gm m m * o _°"°"° SERIES CS240 SLO. GLASS °RAN"° N. Z K w yt• DOOR L.M.I. la i 1 RC NW 52nd Ave, Miami Gardens, FL 33014 �\ C- ,.•*A�� FR•• �� HMESHwO�CASE J16115 Phone: (305) 392 - 6214 �� Fax: 305260.6432 sulc,Ass"axx N Q F�M.ENEIGHI to m m" m c I x FRAMr m p .IFRAME HEIGHT. M C: o R�ZO 1 C) ��Z)0 Ix x XZC t o x -- x z m Z -DH o o N N = W O N -miz Ix to x mEIMKIE No 'A' p7y°�7pry rnO:rnry cwV"YcrrtOYu urtuur _ 3007 NW B2 AVE SUITE 3T0 W.W,, FWd. 33722 14 404 m1.�300599d733 :_(305)a99a0Te ` o[ac"m s ORANN: O RAISSA R, a- LOPEZ. PE (M N59399) S. , O GONZALO A. PAZ. PE (Ul H-60734) CERT. OF AUTHORIZATION No. 261 7666 7 � N 1,564 M O I 3 m o z a Z t7Go (!J Do 0.20 '2 m 0 o rn o p to 860 O x N -y_•I 7 0 m c o M m 0.875 4.56 1 5 W O 23�3 m A O � �� ��� I I 1 1 1 .613 O z � .g1 1 T o N 085 m -4 N o Gz] 0 5 O '9 0.500 r +' 0 r 175 0.500 ® ® 2 6882. �`---1 9�1 -- I _ o O D � o .il N 0 94 m 5 O 94 X rrr N 0 D (Ni O DID 6 A O O A O o z 1 �47 r 5 0.187 2.531 1. 0.323 o _ X N O) r 1- .200 O N 'nn m 0 5 1^ 0 0.114 OD r 0 IJ a m m 8 O L 3.375 � �.587 N O7 F v 5 O C) �0.125 —i 0 u N A N 3m y•c 3600 m Z01, 9 peed o C) m � y 9 o peg d m 10 CAP O O `0 nO H, 0 m A= a 0. 50 I I L J 3,375On �O:OIII w,^�' 0 O O y •' •,y T a •• za•e SERIES CS240 SLD. GLASS DOOR L.M.I. DRAWING Na 14 404 No oAic ocsoovn9N EASTERN ENGINEERING GROUP 34elAnve2Avesurte379xnamr,ra9rrda3312z TM. (393) 699.8133 Fen �90.5f S99A076 7 5 ro. Rr 16115 NW 52nd Ave.A9.en �I g ,n. ••. ,,.. ' ��.` i1RC r� H�OMESSITYDWWCASE MIam l Gardens, FL 33014 Phone:(305)302.6214 ocycNEDaORAWN ORAISSA R. LOPEZ, PE ((Lla No-59399)) 3 # ❑CONZALO A PAz, PE (Llo No-80734) MArc: A9 s0.1 Fax: 30 260-602 CERT. OF AUTHORIZATION No. 26655 2.750 0.969 1,781 m �0 0.230 0.50 0.230 0.313 N 0.090 0.3 3' c o 6 380 ® FRAME JAMB FIXED SIDE V8 GLAZING GASKET o 0 6,380 r 21 FRAME JAMB OPERABLE SIDE TRESHOLD SEAL Area = 2.5171 in^2 Area - 2.5270 In^2 box=13.0241 1n^4 1)0(=13.33531n^4 S1a min = 4.0313 in^3 @ Sho( min = 4.0509 in13 E JAMB FIXED SIDE FRAME JAMB OPERABLE SIDE CODE I PART No. /MANUFACTURER DESCRIPTION EXTRUSIONS E1 CS240-002 LOCK STILE AL6D63•T6 E2 CS24D-004 FIXED JAMB STILE AL6063-T5 E3 CS240-005 MEETING STILE AL.6063 T6 E4 CS240.006 MOVING TOP RAIL AL6063-T E5 CS240-007 FIXED TOP RAIL AL6063-T5 E6 GS240-069 MOVING BOTTOM RAIL FOR NEW ROLLER A4063-T6 E7 CS240-009 FIXED BOTTOM RAIL AL6063-T5 E10 CS240-012 THRESHOLD AL 6063-T5 Ell CS240-019 HEAD ADAPTOR AL 6063-T5 E20 CS24D-031 SILL TRACK PLATE (AL6063-T6) E21 2400ST-032 MEETING RAIL THRESHOLD SEAL E23 CS240-037 INTERLOCK STILE(AL.6063-T6 E24 CS240-038 FRAME HEAD W/INTEGRAL SCREEN TRACK AL 6063-T6 E25 CS240-082 SILL TRACK with saeen AL.6063-T6 E26 CS240-040 INSIDE SCREEN TRACK E29 CS240-088 SILL TRACK without screen AL6063-T6 E31 CS240-056 SCREEN VERTICAL JAMB AL6063-T6 E32 GS240-057 SCREEN TOP & BOTTOM RAIL(AL6063-T6) E33 CS240-042 FRAME JAMBAL.6063-TB) E34 CS240-071 FRAME JAMB FIXED SIDE (UNANCHORED JAMB)(AL.6063-T6 E35 CS240-072 FRAME JAMB OPERABLE SIDE AL.6063-T6.UNANCHORED JAMB VINYLS V1 V-017 MARINE GLAZING FOR 9/16' THK GLASS LMI V2 V-019 DRIP SILL VINYL CS240.069 V4 V-020 MARINE GLAZING FOR 9/16" THK GLASS LMI V7 V-027 BULB VINYL WSTP AT MEETING RAIL THRESHOLD V8 TEKNOR APEX COMPANY MARINE GLAZED SURROUND GASKET W/ WET SILICONE @ BOTH SIDE OF GLASS +- 75.00 SHORE A (SARLINK TPV 5765B) SCREWS S1 #8 X 3/8' LG. FH. SMS. ST/ST @ 4 PANELS ONLY S2 #10 X 12" LG. PH, SMS ST/ST A.S. FOR MEETING ST. THRESH. S3 #10 X 1' LG. PH. SMS PLATED ASSEMBLY SCREW FOR FRAME S4 #10X1 12" LG. PH. SMS. ST/STASS. SCSOR PANELS SS 1/4'0-20 X 2 12" LG. HD. F06 KWIK-FLEX INSTALLATION SCREWS S6 1/4-20 X 3/4' LG. SOCKET HEAD CAP SCREW ST/ST NONMAGN. S7 #8 X 1/2" LG. PH. SMS. ST/ST 58 #10 X 3/4" LG. FH. SMS ST/ST FOR HARDWARE S9 #10 X 3/4" LG. PH. SMS ST/ST SCREW @ M1 S10 1/4.0 X 2 3/4' LG. HD. HX. KWIK-CONS. INSTALL. SCREW HARDWARE H1 I PR03-600 HIGH PRECISION SIDE AJUSTABLE ST/ST ROLLER STEEL PLATE WHEELS P 01 0 1-XXX2POINIKrrNfL 3 PS01-0002-XXX 2 POINT KIT EXTERIOR LOCKING H4 1 0 2 POINT MORTISE LOCK MISCELANEOUS M1 P-046 1.250'X1.883'X4' LONG DOOR BUMPER CS240-038 M2 5/8"X11/2"X0.100THKALUM.PLATE PAINTED a CS240-002 M3 4 3/8' X 6" X 0.040 THK ALUM. PLATE PAINTED @ CS240-042 M4 U56 Q 275 X 270 WB CS24D-012 CS240-019 M5 W21225NK ULTRAFAB. SERIES VERTICALLY CS24D-042 (CS240-005 M6 P3802AFK ULTRAFAB SERIES WSTP CS240-037 CS24D-012 M7 W31245NK ULTRAFAB SERIES WSTP CS240-03 8 CS240-006 MIS PS015001400USLA-2400.12W SILLANCHOR M19 A-4 3/4'X3/4'X1/16" THK ALUM. TUBE 1" LONG(TEMPORARY) M20 W14551NW ULTRAFAB SERIESWSTP VERTICALLY CS240-056 ' M21 CO-690S SCREEN CORNER LOCK AND ROLLER M22 STAINLESS STEEL TRACK COVER 0.031 THK 2400ST-082 M23 DC995 STRUCTURAL SILICONE M28 SETTING BLOCK GLASS G1 I 9/16-THK LAM. GL. 1/4' H.S. OUTSIDE + 0.090 SGP + 1/4" H.S. INSIDE o = zt m�� rn � g 2 PRODUCT REVISED as complying with the Florida o Building Code NQw-No. 1 B-0214.10 co o Expiration Date 11/25/2020 LU o W , By Z/�/y g � LL Y B 734 OF t i� OF 11 0 m DO 0 0 0 i z - z m X 1� M, b v 3 3m m m zmm9 x C w � 3 aao0 O o P1OMC CL o e1e� m S a° -1 d 010 i AL G 1�t1 9C Illllt c7 Ul r4 o m .•Z N A o O :j . 0 G y ' U'l-kri c° SERIES CS240 SLD. GLASS DOOR L.M.I.16115 NW 52nd Ave Mlaml Gardens, FL 33014 COW�SE Phone:(305)392.6214 ti y , H MEHFar f3051260.6432 scuE : 6s swarm a7rrue.. tr 9 rT z cl m z w> 961E s9�nox c o l c =lVURVCt=KlfVr3 UKUUY 3401 NW92AVESURE370 MI-1,, Radds 33122 Td. (305) 59"133 Fat (306) Egg -BW6 ,r»,..,,d_p_ ❑ RAISSA R.Pr I LOQ(Lla Noo-597399) I1❑ GONZALO A. PAZ.PE 34CERT. Or AUTHORIZATION No. 26655 MIAMI•DWDE DEPARTMENT OF REGULATOR BOARD AND CODE ADMINISTRL NOTICE OF ACCEPT RC Home Showcase, Inc. 16115 NW 52" Ave Miami, FL 33014 RECEIVED MAY 14 '(020 LION DIVISION NCE (NOA) NIIAW—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv SCOPE: This NOA is being issued and r the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be u ed in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade 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 uspend the use of 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 mate al fails to meet the requirements of the applicable building code. This product is approved as des bed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FX100' Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2, 2.1, 3 through 7 of 7 dated 05/29/04, with revision L dated 02/27/19, prepared by Al-Farooq Corporation, signed and sealed b 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 12 ATING: Large and Small Missile Impact Resistant LABELING: Each unit shall b ar a permanent label with the manufacturer's name or logo, city, state, model/ series, and following state ent: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall b considered after a renewal application has been filed and there has been no change in the applicable build', g code negatively affecting the performance of this product. TERMINATION of this NOA nll 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 OA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA Nnumber 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, �ntire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fpr inspection at the job site at the request of the Building Official. This NOA revises and renews NO No.18-0213.05 and consists of this page 1 and evidence pages E-1, E- 2, E-3, E-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No.18-0517.08 MIAMI DARE COUNTY �. Z Expiration Date: August 19, 2024 aC�pZIZp�G, Approval Date: May 02, 2019 11 Page 1 RANDALL E. 540FFY Ar'HITECTSs PJL AA#003379 AR#0011105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED ® REJECTED This review is only for general conformance h the design concept of the projwct and ganesal compliance with the ir(forr�afion riven in the contract decumerts. Correcl,ons or comments made on tha shop dravings during this rview do not relieve the contractor frcm compliance vtith uhe require- ments of the plans and specifications. Approval of a i pacinc item shall not include approval of an assembly of which the item is a component Con- tractor is responsible for: Dimensions to be confirmed and corslated at the job sia; Infammation that partains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construc- tion: coordination of the %vodc of all other trades: and for performing all work in a safe and satisfactory manner. 4iz��DATE: 3 � BY: z ri RC Home Showcase, Inc. 1. EVIDENCE SUBW A. DRAWINGS 1. Manufacturer's (Submitted un, 2. Drawing No. N through 7 of 7, Farooq Corpora B. TESTS 1. Test reports on: along with marl window, prepare( FTL-6449, dated (Submitted unde 2. Test reports on: 1 along with mark4 window, prepared FTL-6043, dated (Submitted under 3. Test reports on: 1) 2) ..3) along with mark( window, prepared FTL-5866, dated ] (Submitted under, UNDER PREVIOUS NOA's drawings and sections. NOA's No. 12-0713.09,10-0426.07 and 05-0815.01) 44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 ed 05/29/04, with revision K dated 02/23/18, prepared by Al- n, signed and sealed by Javad Ahmad, P.E. Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 ,d-up .drawings and installation diagram of an aluminum fixed by Fenestration Testing Laboratory, Inc., Test Report No. 2/29/12, signed and sealed by Marlin D. Brinson, P.E. NOA No.12-0713.09) Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 ;d-up drawings and installation diagram of an aluminum : fixed by Fenestration Testing Laboratory, Inc., Test Report No. 0/22/09, signed and sealed by Julio E. Gonzalez, P.E. NOA No. 10-0426 07) Large Missile Impact Test per FBC, TAS 201-94 'Clic Wind Pressure Loading per FBC, TAS 203-94 k,&' etic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 -up drawings and installation diagram of an aluminum fixed by Fenestration Testing Laboratory, Inc., Test Report No. �0/09/09, signed and sealed by Michael R. Wenzel, P.E. NOA No. 10-0426 07) E-1 Ga Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 RC home Showcase, Inc. B. TESTS (coNTwuED) 4. Test reports on: along with m� window, prepat FTL-4290 date sealed by Edmw 5. Test reports on: along with window, pr FTL-4293, Edmundo J C. CALCULATIONS 1. Anchor verificati Edition (2017), sealed by Javad A 2. Glazing complies D. QUALITY ASSURAN( 1. Miami -Dade Den, Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 :ed-up drawings and installation diagram of an aluminum fixed I by Fenestration Testing Laboratory, Inc., Test Reports No. 08/16/04, FTL-4294 and FTL-4296 dated 10/08/04, all signed and o J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) ) Air Infiltration Test, per FBC, TAS 202-94 ) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 ) Water Resistance Test, per FBC, TAS 202-94 ) Large Missile Impact Test per FBC, TAS 201-94 ) Cyclic Wind Pressure Loading per FBC, TAS 203-94 :ed-up drawings and installation diagram of an aluminum fixed I by Fenestration Testing Laboratory, Inc., Test Reports No. 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by iespada, P.E. (Submitted under NOA No. 05-0815.01) E. MATERIAL CERTIFI( 1. NOA No.17-1114 Ultraclear, Clear 2. NOA No. 17-0808 (Clear and White F. STATEMENTS 1. Statement letter of c financial interest, d, sealed by Javad Ah 2. Laboratory compli by Fenestration Te (Submitted under. 3. Laboratory compli by Fenestration Te (Submitted under. calculations and structural analysis, complying with FBC 6th d 02/15/2018, prepared by Al-Farooq Corporation, signed and ad. P.E. h ASTM E1300.09 of Regulatory and Economic Resources (RER). A issued to Kuraray America, Inc. for their "Trosifol® nd Color PVB Glass Interlayers", expiring on 07/08/19. 12 issued to Kuraray America, Inc. for their "SentryGlas® Glass Interlayers" dated 12/28/17, expiring on 07/04/23. ermance, complying with FBC 6th Edition (2017), and of no February 15, 2018, issued by Al-Farooq Corporation, signed and , RE e letters for Test Report No. FTL-6449, dated 2/29/12, issued g Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. 4 No.12-0713.09) letters for Test Report No. FTL-6043, dated 10/22/09, issued g Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. 4 No.10-0426.07) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-2 RC Home Showcase, Inc. F. STATEMENTS (coNr 4. Laboratory corn by Fenestration P.E. 5. Laboratory corn 4293, FTL-429 Testing Laborat (Submitted and G. OTHERS 1. NOA No. 15-05 Aluminum Fixes 2. Simulation Perf Condensation Re 1) NFRC 100-: 2) NFRC 200 Gain Coeffic: 3) NFRC 500-1 Resistance V Using computer THERM 5.x, / V RC Aluminum with attached dr, National Certifie iance letters for Test Report No. FTL-5866, dated 10/09/09, issued -sting Laboratory, Inc., signed and sealed by Michael R. Wenzel, (Submitted under previous NOA No. 10-0426.07) iance letters for Test Reports No. FTL-4290 dated 08/16/04, FTL- FTL-4295 and FTL-4296 dated 10/08/04, all issued by Fenestration y, Inc., all signed and sealed by Edmundo J. Largaespada, P.E. NOA No. 05-0815.01) 2.24, issued to RC Home Showcase, Inc. for their Series "FX100" Window - L.M.I., approved on 01/14/16 and expiring on 10/19/19. rmance, Solar Heat Gain Coefficient, Visible Transmittance, & cistance Calculation Report on: 004 "Procedure for Determining Fenestration Product U—Factors" 004 "Procedure for Determining Fenestration Product Solar Heat snt and Visible Transmittance at Normal Incidence" )04 "Procedure for Determining Fenestration Product Condensation 01 through 07 of Steven H. Coble, 3. NFRC 102-2004�{ 1) NFRC 102-21, Transmittance Test report of a Casement Prime ) drawings, with apI in Appendix A, n No. NCTL-110-12 Mitchell, Technicia Person -In Responsi 4. Recycled Content Material: Alumina dated 03/22/10, c recycled scrap mat, emulation in accordance with NFRC: Frame and Edge Modeling: NDOW 5.x NFRC Simulation Manual (Approved at test date), of a vies "CM100" outswing casement aluminum prime window, along rings and bill of materials included in Appendix A, marked —up by Testing Laboratories, Test Report No. NCTL-110-12451.01, pages 7, dated 11/13/09, signed by Richard A. McVicker III, Simulator, and FRC Accredited Simulator, Simulator —In —Responsible —Charge. hermal Performance Test Report on: 104 "Test Procedure for Measuring the Steady State Thermal )f Fenestration Systems" series RC Aluminum's Series "CM100" Outswing Aluminum Vindow with Low E and Argon, along with submittal component disable part numbers, manufacturing and modeling details included arked-up by National Certified Testing Laboratories, Test Report 450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. ❑, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality ble Charge. :rmination Report on: Name: Casement Window, CM100; Raw Including letter from Fundiciones Industriales S.A. (FISA) Eying that the extruded aluminum products contained 30% 1, signed by Henry Kronfle, Vice —President. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-3 RC Home Showcase, Inc. 2. NEW EVIDENCE SU A. DRAWINGS 1. Drawing No. W 2.1, 3 through 7 Farooq Corporal B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSUR 1. Miami -Dade E. MATERIAL CERTIFI 1. NOA No.17-111 Ultraclear, Clex 07/08/19. 2. NOA No.17-080 (Clear and Whit F. STATEMENTS 1. None. G. OTHERS 1. NOA No. 1 Aluminum 10/19/19. -44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2, 7, dated 05/29/04, with revision L dated 02/27/19, prepared by Al- i, signed and sealed by Javad Ahmad, P.E. of Regulatory and Economic Resources (RER) .14 issued to Kuraray America, Inc. for their "Trosifol® and Color PVB Glass Interlayers" dated 01/18/18, expiring on �.02 issued to Kuraray America, Inc. for their "SentryGlas® :) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. .05, issued to RC Home Showcase, Inc. for their Series "FX100" Window - L.M.I., approved on 03/22/2018 and expiring on E-4 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 RC Home Showcase, Inc. GREEN SUSTAINABLE Al SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation s4mitted has been reviewed by Miami Dade County Product Control. 0 % Recicled % Recycled % Bio-based % Renewable Material Component Name Content at at Disposal Material Mank. 1. Window Aluminum 300/o 100% N/A N/A lD# Test Product Glazing Components: G.8: U- G.9: VT CR Report#: Number SHGC Factor Base line 5/32 CLR Product 000 I - 240#2-SS-DARGBRZ-1/8-090 PVB 1/8 -- 0.48 0.23 I 0.24 16 1. 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 2. NCTL 002 5/32 C R 240#2-SS-D ARG CLR-1/8 090 PVB-1/8 0.48 0.24 0.33 16 3. 110-12452-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 0.48 0.23 0.22 16 4. 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 0.48 0.23 1 0.31 1 16 j Component Name 1. Whole Window Le end Abbreviatioris: Description: SS-D7 Desiccant -Filled Stainless Steel Spacer 240#27 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Butryal (PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass C—Value 0.95 G-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 W� I WI 1 z I I w J 0 0 3 L J 3 WIND01 1IDTH WINDOW 1 1 � I- I j � Z I I �� 3 1 1 L- -J WINDOW WIDTH) WINDD, _ W WIDTH_ , WINDOW r-�---I 1---IIj oil WINDOW W WIDTH WINDOW W WIDTH _, WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 55 18' MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED MOO ALUMINUM FIXED WINDOWS TYPICAL ELEVATION A TESTED UNITS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2.1. APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED/FJXED-OR-FAXED-WITH-OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (ISTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 60 1/4- MAX. 56 1/2- ' 4 \\ II II I I 1, ,I I� �t II II Ii II THIS PRODUCT WITH GLASS TYPES 'C', 'D' & 'E' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 0 C Z .. 3 o a�i 0 W U > Q i C p N Z IN to j 3 J n a oz,_ xLo -M PROD= REVISM ' a9 cor-.'v1,•i> ; �vetL the Florida -70592 I;ui1all, ar11,2019 ® ATE OFF drawing no. sy %� �;,��;'•.FcoRtol.•'C�®�� W04-44 7V,ie'.mi Dab=krc-.JiOt Coolrol •i��'®@Ar,BR Fv�S�• 1/8" HEAT STREMD GLASS (') .090" Interloyer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS (') LIWSILn 5 W RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'A' 71/8" HEAT STREN'D GLASS (•) By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS (•) p: F t SILICONE z m DOWSIL 795 z m m g 7 77y cs'' id 5 \�' 0 {I� ii4 �1 i! � I 9 8 4 9 8 RECT. OR SQUARE FRAME CIRCULAR GLASS TYPE 'C' 3/16' HEAT STREN'D GLASS (••) .090" Interlayer Trosifol PVB 8y 'Kuroray America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE (••) z FDOWSIL 795 6 15 W RECT. OR SQUARE FRAME GLASS TYPE 'E' 1/8' OR 5/32" HEAT STREN'D GLASS z 1/8' HEAT STREN'D GLASS OR 5/32' TEMP. GLASS z 2 4 1- 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS .090" Interloyer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOWSIL 795 z SILICOI. RECT. OR SQUARE FRAME r" CIRCULAR FRAME GLASS TYPE 'B. 1/4' AIR SPACE 1/8' HEAT STREN'D GLASS 090" Interloyer SenTl.1s , By ray America, Inc: 1/8' HEAT STREN'D GLASS CARDINAL XL SILICONE r EDGE SPACER m DOWSIL 795 z m ST. STEEL ] 7 0 0 SILICONE GLASS TYPE 'D. NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'B' & 'D' MUST BE TEMPERED. (�) GLASS TYPES 'A' AND 'C' 1/8" THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS (�•) GLASS TYPE 'E' 3/16" THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS GLAZING OPTIONS PR ODUCTP-PV'•SED, h: ^K^.+TFY w? r; �11L1a Flodda i l '_r'x'e TJa:c -IV i.emi IY:de Produat0a�a1 ��pQ� �i I •r S�'�jGFJVSF'••,'fA m o a.7069212 y; a ar11,2019�; �— STATE drawing no. �••.FCORIDP'�®�� W04-44 A A \m O; OWN .O \m \ \m m m m m 2y 7 itv z yO Cy7 m I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1$$ o 0 0 0 0 0 o m l m m m m m m o m O O O G O C b O O o 0 0 o O b b b b I' m m m m 0 m 0 m m 0 0 0 m V o m m m o 0 m m 0 0 m m m 0 0 0 m m 0 0 m m 0 0 m m 0 0 m 0 mmmmm0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b a b 0 0 o b o b :. 0 0 o b b g b o 0 0 0 0 0 0 0 �81. 0 0 0 0 0 0 0 o o b o o 0 0 0 0 0 0 o b o b o o Z ' H v � N N N N A A W W W+ A A W W I I m N V 0 m m N O v , • m \m N � S i i z P1 m 0 0 d n a 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O y N000aoSoo�4SSoo�ooS��w P. W O O O O O 0 O O m o O O O O C I e0 W 0) z 5--0 I I Ao m o V) z m� jo F9 � m O WO z O� AZ I L MNN 0 � N tm w wM L_ m m� n D m O C N i3•�� p,. Y. 'A:tx_i ``11111111111/JJJ A A i�-7 O a £ ,O d te: 05-29-04 scale: 1/2• a 1' revisions: no x I c e to.lO.0 D4.15.15 escn Ion MPNUF. NAME REV. UPDATED TO 2014 FBC FX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase, Inc. AL-FAROOQ CORPORATION a ENGINEERS &PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 O dr. h Y: TARIO J 12.09.15 REV. PER RER COMMENT 6� 15 NW 52nd AVe. MIAMI, FLORIDA 33173 (C.A.N. 3638% /'� 4A Miami, FL. 33014 TEL 61 J .P 0 ehk. by: K D2.23.10 UPDATED TO 2017 FBC (306)264-e100 FAX. (306)262.97. E 02.27.19 NO cxaxcE THIS sxEEr TEL (305) 392-62/4 FAX. (305) 280-6432 COMP-ANL\WO4-44RC 1BY OR 2BY WOOD BUCK d' a d d O O FOR SPACING x � N 5 ACCESS HOLE EDGE 9 r:��r7 C e m = u, TYPICAL ANCHORS SEE ELEV- FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1BY WOOD BUCK TYPICAL ANCHORS \ SEE HORS FOR SPACING 5. N TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING a b d I Tl d ATYPICAL ANCHORS " v .> ° '." vN . i p.. SE < $ SEE ELEV. TYPICAL ANCHORS GE FOR SPACING SEE F( g N EDGIST. I EDGE DIST. � EDGE DIST-^ SPACING FOR SPACING U� Z m 3 A WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE C M NT Q N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ? 3 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 a 6 c `^ O a� TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'ELCO' �• O Om v - 111 1/4* DIA. ULTRACON BY (Fu=177 KSI. Fy=155 KSI) 1/4' DIA, KWIK-CON II BY'HILTI' (Fu-138 KSI, FY-137 KSI) dC>M o INTO WOOD STRUCTURES C IL a o °' O 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) y y O n THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS LL W a o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) E S a a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Q W g -j DIRECTLY INTO CONCRETE OR BLOCKS c 2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) � I 1/4" DIA. TEKS OR SELF -DRILLING INSCREWS (GRADE 5 CRS) v H INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 03 v n (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Z ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 3 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) X I U j 014 SMS OR SELF -DRILLING IN SCREWS (GRADE 2 CRS) 00 v ' ° N INTO MIAMI-DADE COUNTY APPROVED MULLIONS =)(n N M (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Z 0 to n a ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) < z _ STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p E " CRMCAL EDGE DISTANCE U a M INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. _INID_METAI STRUCTURE=-3/4=MIN. - WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. P T CONCRETE AT HEAD. SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm o - 20DO PSI MIN. 3€ SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. NIP- 70592 � y - _ - __.18�o3._I •08 �• �T ��_ - s :HORS '^J>�2•_ _ obi ��•'• Mar11,2019� SPACING /f"` _� ' ®••.• STATEOF Q{4� drawing no. W04-44 1 N n dote: OS-29-O4 revisions: 0 £ awls: 1/2• m 1• � dr, by. 7gRla 0 chk. by. �- A o 0 no MIN escn Ion H 10.10.11 MANUF. NAME REV. I Od,75.15 UPDATED TO 2014 FBC J 12.09.16 REV. PER REP COMMENIs K 02.23.19 UPDATED t0 2017 FBC I WINDOW HEIGHT EXTERIOR o AN c .C:I z z p G7. N m mco ?0 no z v 3/16" MAXMM SHIM y 0 m�s y01 �lCO ?0� 3 z 06 m " SHIM > An v z w v_ 2" t/a' MAx. SHIM 1Y00D STRUCTURE 0 1/2' MAX. STRUCTURE FX100 ALUMINUM FIXED WINDOW (L.M.I.) J AL-FAROOQ CORPORATION a RC Home Showcase, Inc. ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 16115 NW 52nd Ave. MIAMI, FLORIDA 331.73 (C.A.N. 3538) /'e Miami, FL. 33014 TEL (305) 26"100 FAX (306) 262.6978 �,r TEL (305) 392-6214 FAX. (305) 260-6432 r rn—AMID wnw_ww01 O A 0 0 x0 Ili VV yyT C D2 om o _ f0 M O 3f al� �11 S y � y .. Ay a.a ymyz <8 a o x FX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 260-6432 zjm3e v F O�D ? 0 AL-FAROOQ CORPORATION a ENGINEERS dr PRODUCT DEVELOPMENT f 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA C 33173 (C.d.N. 3541 TEL (305) 26"100 FAX (305) 282-6978 Sr .750 .062 NP. 2.000 L: .875 2.125 O FRAME JAMB/SILL 1.203 ^{ 9fi9 907 062 _C TW. O^-I .912 L 4 GLASS STOP (LAM. GLASS) r_.110 .050 TYP. .875 L--1.315 J� j^-2.000 L T_ 1.876—�+ .062 674 1.875 L_I�m .062 .500 �( .Soo .12-9 Tr _f B75 1.906 11 FLUSH ADAPTER HEAD/SILL 3 FRAME HEAD/SILL/JAMB .63 �1.072 -TYP. .5.01025 1.004 1.06 .969 .907 0 O542 12 GLASS STOP (LAM. INSUL GLASS) FLUSH ADAPTER JAMBS .110(2) #10 x 1/2" P.H. SMS Ir 57 POIM "B" SCREW -0,!0 TP.-yI—� 2n��llll 875 1_ 1 3/8' X 1 3/4" x 1/8' I��T ALUM. PLATE L- �_�I 945 ! O O SNAP COVER LAM. GLASS SNAP COVER LAM. INSUL GLASS 1.315 J 1.1B4 .983 B65 .188 983 062 TYP. f�-1r182--t .812 F-- 4B GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL GLASS) FOR CIRCULAR FRAME FOR CIRCULAR FRAME .734 1.583 1 2 JAMB/SILL ANCHOR CUP .393 soo I I T—I 125 F^-1.788 n CORNER LOCK N ITEM NO. PART g QUANTITY DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS 1 CMIOD-007 AS REOD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW 2 CM100-012 AS REGO. JAMB/SILL ANCHOR CLIP 6063-T6 - 3 CM100-015 AS READ. FRAME HFAD/SILL/JAMB 6063-76 - 4 CMIOO-016 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-T6 - 4A CMIOO-017 4/ WOW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 - 4B CM100-029 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR CIRCULAR FRAME 4AB CM100-028 4/ WOW I GLAZING BEAD (LAM. INS. CLASS) 6063-T6 FOR CIRCULAR FRAME 5 CMIOO-018 4/ WOW SNAP COVER (LAM. GLASS) 6063-T6 - 5A CMIOD-019 4/ WOW SNAP COVER (LAM. INSUL GLASS) 6063-T6 - 6 CMl DO-031 AS READ. CORNER LOCK 6063-T6 - 7 V-059 AS REOD. VINYL FOR 5/16' LAM. & INSUL LAM. GLASS PVC - 7A V-038 AS READ. VINYL FOR 7/16- LAM. GLASS PVC - B AS REDD. 3/16' X 3/8' X 4" LG. SETTING BLOCK EPDM DUROMETER 8Df5 SHORE A 9 AS REOD. 1/8" X 1/2" SINGLE FACE TAPE - - 9A AS READ. 5/16' X 1/2- SINGLE FACE TAPE - - 10 810 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL. SMS 11 CM700-035 AS REOD. FLUSH ADAPTER HEAD/SILL 6063-T6 - 12 CM100-034 AS REDD. FLUSH ADAPTER JAMBS 6063-TB - (2) J10 x 1/2" P.H. SMS POINT , 'B' SCREW ------ CMIOD-031 CORNER LOCK ' i I 1 1 II l Y / I I I I i i I I / (2) #10 x 1" P.H. SMS N MITER CORNERS Y/ U OPTION t OPTION 2 / RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS CIRCULAR WINDOWS c-• n a - � N o o n FRAME CORNERS ``1111uu1/lAAA' ......... .. -ng(L9�(� Mar11,2019� �-- STATE OF ® •• drawing no. BY Ftomos.- ®�� W04-44 N U N U N O N m N m W N m Of N W fb N m 2 x m 8n �yHyJJ� z5 `3 C A U W O T U V A U U Oi U U O, to m U U O J U U F. p J N a+ 91 m 6 0 O J 0 0 W A J N U W W o O 0 0 O O 0 O U C+ b O u O O a o O Q a g O O O a O 0 W+ o a\ L n gyy!pO 0 0 0 0 0 0 �x V z�� O 1 J b 1. 1p 0• .. N m Oo Oo Oo W m 0• . m m o m M OI 00 00 Oo o m O O] OC d1 0• m m. Q o m W. m OJ o+ Y 9 yyz 0� N a a a C, c o 0 o o c o o a a a a o o o o O O o O o 0 o O O a O o 0 0 0 0 o a a o 0 y �rNx I z�Fn C) ;u c y Idate: 05-29-04 CO ° l i0 dr. try: TARiO ° cnk try: 0 A O mom c 3+ W O o mu S�zti�Cx DN�g \ ZOi O �Q7 C7 x to 14 x C Eh _ y c z x Z z rq�� fin b 8 m In" =I 11 C7 (y9b c -3 O + C, m 1 W 2 + N N p m A m t7 RJ Z m 2 rn no a e V esc jo Ion H 10.10.13 nawur. NAVE RLY. I D4.1 S.75 UPDATED TO 2014 FBC J 12.09.75 REV. PER RDi COMMEM K 02.23.19 HPDATED TO 2017 PBC �FX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase. Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL. (305) 392-6214 FAX. (305) 260-6432 y AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173. (C.A.N. 3638) TEL (305) 26"100 FAX. (305) 262697. It MIAMI•DiADE DEPARTMENT OF REGULATOR BOARD AND CODE ADMINISTIL NOTICE OF ACCEPT RC Home Showcase, Inc. 16115 NW 52°d Ave Miami, FL 33014 SCOPE: 6iEUI EI) MAY 14 "'037 Lucie County, Permitting fD ECONOMIC RESOURCES (RER) N DIVISION CE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation s> bmitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be red in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid afte the expiration date stated below. The Miami -Dade 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 such product or material within their jurisdiction. RER reserves the right to revoke thiacceptance, 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 desc 'bed herein, and has been designed to comply with the Florida Building Code, including the High VelocityI Hurricane Zone. DESCRIPTION: Series "FX100" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2, 2.1, 3 through 7 of 7 dated 05/29/04, with revision L dated 02/27/19, prepared by Al-Farooq Corporation, signed and sealed b 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: arge and Small Missile Impact Resistant LABELING: Each unit shall beIar 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 1 no change in the applicable buildi TERMINATION of this NOA v in the materials, use, and/ or mane of any product, for sales, advertis to comply with any section of this ADVERTISEMENT: The NO, followed by the expiration date r displayed, then it shall be done in INSPECTION: A copy of this distributors and shall be available This NOA revises and renews N( 2, E-3, E-4 and Green Sustainable above. The submitted documentation was APPROVED considered after a renewal application has been filed and there has been code negatively affecting the performance of this product. I occur after the expiration date or if there has been a revision or change acture of the product or process. Misuse of this NOA as an endorsement g or any other purposes shall automatically terminate this NOA. Failure OA shall be cause for termination and removal of NOA. number preceded by the words Miami -Dade County, Florida, and :y be displayed in advertising literature. If any portion of the NOA is entirety. ntire NOA shall be provided to the user by the manufacturer or its r inspection at the job site at the request of the Building Official. � No.18-0213.05 and consists of this page 1 and evidence pages E-1, E- ttributes (G.S.A.) page G-1, as well as approval document mentioned .viewed by Sifang Zhao, P.E. NOA No. 18-0517.08 Expiration Date: August 19, 2024 f7s1 pZl Zp f G� Approval Date: May 02, 2019 t Page 1 AMW3379 ARB0011105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED REJECTED Thls revlid � on:y for general confo;.nance .Zinn tla8 d95s n concspf of the pray f alb r�nsrai n., or ian�£ ZAlua the fnform;fion i;iven in th.- conaact C w�Jti£ ?i3. r,Gf v.oRE OCad rR3nS 1i12j£ On ltla £h07 dfw;.?Ps during €vletdo not rc!:;B' `^ r r •° s t :a c rt�acto, ,rcm c0;rpl anc9 With the require is the Mans and spaci �atlonG. Approval of a ; �ecs7ic item sha l not ?clads aparr,'Xl of an assembiy of tra�I the licm is es CLmp3n$nt Con CYor is rasprrasibis fer. Dimension, to be conti:msd tnand corralzfad at the t«ah`b I's for aaation that partains solely to the fabicafion processes or to the rars, myMods, techniques, sequences and procedures of construc- tion: coordinatlon of the work Of ell other hdas: and for performing aN e�nrk in a safe and sajsfectory mannar. DATE: � � � By: _ I WA RC Home Showcase, Inc. 1. A. B. EVIDENCE SUBMI' DRAWINGS 1. Manufacturer's (Submitted un, 2. Drawing No. N through 7 of 7, Farooq Corpor TESTS 1. Test reports on: 2. 3. along with mE window, prepai FTL-6449, dat( (Submitted una Test reports on: along with marl window, prepare( FTL-6043, dated (Submitted undej Test reports on: 1 .3 along with mar window, prepare FTL-5866, dated (Submitted unde mark UNDER PREVIOUS NOA's : drawings and sections. NOA's No. 12-0713.09,10-0426.07 and 05-0815.01) 1-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 ;ed 05/29/04, with revision K dated 02/23/18, prepared by Al- n, signed and sealed by Javad Ahmad, P.E. d r Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 zed -up .drawings and installation diagram of an aluminum fixed i by Fenestration Testing Laboratory, Inc., Test Report No. 2/29/12, signed and sealed by Marlin D. Brinson, P.E. NOA No. 12-0 713.09) Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 i Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 red -up drawings and installation diagram of an aluminum by Fenestration Testing Laboratory, Inc., Test Report No. �10/22/09, signed and sealed by Julio E. Gonzalez, P.E. NOA No.10-0426.07) Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 drawings and installation diagram of an aluminum by Fenestration Testing Laboratory, Inc., Test Report No. 0/09/09, signed and sealed by Michael R. Wenzel, P.E. �NOA No.10-0426.07) E-1 fixed fixed pia Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 RC Home Showcase, Inc. B. TESTS (CoNTRVUED) 4. Test reports on: along with m, window, prepai FTL-4290 date sealed by Edmu 5. Test reports on: along with window, pr FTL-4293, Edmundo J C. CALCULATIONS 1. Anchor verifica Edition (2017), sealed by Javad 2. Glazing complie D. QUALITY ASSURAN 1. Miami -Dade Del Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 ced-up drawings and installation diagram of an aluminum fixed i by Fenestration Testing Laboratory, Inc., Test Reports No. 08/16/04, FTL-4294 and FTL-4296 dated 10/08/04, all signed and to J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) ) Air Infiltration Test, per FBC, TAS 202-94 ) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 ) Water Resistance Test, per FBC, TAS 202-94 ) Large Missile Impact Test per FBC, TAS 201-94 ) Cyclic Wind Pressure Loading per FBC, TAS 203-94 :ed-up drawings and installation diagram of an aluminum fixed i by Fenestration Testing Laboratory, Inc., Test Reports No. . 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by 3espada, P.E. (Submitted under NOA No. 05-0815.01) Dn calculations and structural analysis, complying with FBC 01 sated 02/15/2018, prepared by Al-Farooq Corporation, signed and hmad, P.E. with ASTM E1300.09 of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1111.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear; Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of c financial interest, d, sealed by Javad Ah 2. Laboratory compl% by Fenestration Te (Submitted under. 3. Laboratory compli by Fenestration Te (Submitted under. :)rmance, complying with FBC 6th Edition (2017), and of no February 15, 2018, issued by Al-Farooq Corporation, signed and RE letters for Test Report No. FTL-6449, dated 2/29/12, issued g Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. 4 No. 12-0713.09) letters for Test Report No. FTL-6043, dated 10/22/09, issued g Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. 4 No. 10-0426.07) !EUang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-2 RC Home Showcase, Inc. F. STATEMENTS (com*uED) 4. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued by Fenestration Festing Laboratory, Inc., signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No.10-0426.07) 5. Laboratory compliance letters for Test Reports No. FTL-4290 dated 08/16/04, FTL- 4293, FTL-429 , FTL-4295 and FTL-4296 dated 10/08/04, all issued by Fenestration Testing Laborat ry, Inc., all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted and r NOA No. 05-081 S. 01) G. OTHERS .1. NOA No. 15-0512.24, issued to RC Home Showcase, Inc. for their Series "FX100" Aluminum Fixed Window - L.M.I., approved on 01/14/16 and expiring on 10/19/19. 2. Simulation Pe rmance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation R6,sistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-1004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked —up by National Certified Testing Laboratories, Test Report No. NCTL-110-12451.01, pages 01 through 07 of 07, dated 11/13/09, signed by Richard A: McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittanc of Fenestration Systems" Test report of series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge. 4. Recycled Content etermination Report on: Name: Casement Window, CM100; Raw Material: Alumin . Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice —President. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-3 RC Home Showcase, Inc. 2. NEW EVIDENCE :04-44 MITTED A. DRAWINGS 1. Drawing No. titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2, 2.1, 3 through 7 of 7, dated 05/29/04, with revision L dated 02/27/19, prepared by Al- Farooq Corpora on, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clea and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and Whi e) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. None. G. OTHERS 1. NOA No. 18-021�3.05, issued to RC Home Showcase, Inc. for their Series "FX100" Aluminum Fixed Window - L.M.I., approved on 03/22/2018 and expiring on 10/19/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-4 RC Home Showcase, Inc. GREEN SUSTAINABLE A� SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation s4mitted has been reviewed by Miami —Dade County Product Control. .sk 9t RUPEE-*,x.. Eta C4 fit, PY_f?.aL i V % Rec cied I % Recycled % Bio—based % Renewable Material Component Name Conte6t at at Disposal Material Mariuf. 1. Window Aluminum 30d/o 1 100% N/A N/A -,�,�4,' ..t'Vs.4aA4�f r i'r�a A, .F ITS:fiv G.B: ID# t Product Glazing Components: U G'9' VT CR epo Rport#: Number SHGC Factor lip 000 5/32 CLR 240#2�S—D ARG BRZ-1/8 090 PVB-1/8 0.48 0.23 0.24 16 Product 1. 001 5/32 LR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 1 0.24 16 2. NCTL 110-12452-1 1 002 5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB' 1/8 0.48 0.24 0.33 16 3. 003 5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.48 0.23 0.22 16 4. 004 i 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8 0.48 0.23 0.31 1 16 Component Name 1. Whole Window Le end Abbreviations: Description: SS—D Desiccant —Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Bu al (PVB) interla er CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass C—Value 0.95 G-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 W�WID� W� WIDTHi nn, 3 WINDO,� W WIDTH WINDOW WIDTH 10 %' I� I � I I � I I 3 1 I 3 L— —J 60' 55 3/4" D.L.OPG. FALSE MUNTINS MAY BE USED APPLIED) II it p m \ m = II II - I Ili II 'I I I II I� II II 4" MAX. CORNERS v p CO FX100 ALUMINUM FIXED WINDOWS TYPICAL EDU AN TESTED UNITS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2.1. APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER -MIAMI-DADS-COUNTY-APPRID-WINDOWS USING-MIAMI=DADE-COU APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. = i , THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE L J DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. WINDOW W WIDTH _, I(^7I WINDOW WINDOW WIDTH ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS BE HIGH IMPACT NON-MAND NON -COMPRESSIBLE. � I � MATERIALS INN TO STECLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3 3 3i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 60 1/4- MAX. LL WINDOW WIDTH 56 1/2 D.L. OPG. Z m Al 0 N 4 W I O'ozen o � .mlSp Y. O NO2 II JI _ aIrZ M m �I m a W Q,f THIS PRODUCT WITH GLASS TYPES 'C', 'D' & 'E' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. y o o 3 SHUTTERS ARE NOT REQUIRED. ' i U •'•. � s FROBUC:I<EVISM � ,CENSF o V co-Allwith We Florida _ 70592 i°y� ar11,2019�a p„uo5ual;�� � ®'• ATE OF 8�� •.!zog�OP.: drawing no. W04-44 10 0 1/8" HEAT STREN'D GLASS (•) .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8' HEAT STREN'D GLASS (•) SILICONE DOWSIL 795 Z 7 0 5 RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'A' HEAT STREN'D GLASS (•) .090" Interiayer r SentryGlos 1 By Kuraroy America, Inc.' 1 1 r1/8' HEAT STREN'D GLASS (•) RECT. OR SQUARE FRAME HEAT STREWD GLASS (••) .090" Interlayer -Trosifol PVB By 'Kuraroy America. Inc.' r3/16' HEAT STREN'D GLASS (••) SILICONE r DOWSIL 795 1/8' OR 5/32" HEAT STREN'D GLASS 6 0 1/8' HEAT STREN'D GLASS OR 5/32" TEMP. GLASS z tO Y O /4" AIR SPACE 1/8' HEAT STREMD GLASS .090' Interlayer Trosifol PVB By 'Kuroray Americo, Inc.' /8 HEAT �1 I - SILICONE STREN'D GL -- RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS 090" Interloyer SentryGlos By 'Kuroray America, Inc.' 1/8" HEAT STREN'D GLASS CARDINAL XL C SILICONE C EDGE SPACEF m DOWSIL 795 2i m ST. STEEL � � N 7 5A CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'D' NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'B' & V MUST BE TEMPERED. (") GLASS TYPES 'A' AND 'C' 1/8" THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS (*') GLASS TYPE 'E' 3/16" THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS RECT. OR SQUARE FRAME GLAZING OPTIONS GLASS TYPE 'E' PRGTJJCT w''VSS-aD By Ilium D;de PecduatCoahal l� V Z �n O yA �. O ` w J D� N 'a M oo Og 0 IL a Zp LL Zai� o r 50.E `r 'It ENgF •:f; '° o � \ a 70592 s a Ir 11,2019 ut; RE OF Qqf� drawing no. 1R1DPI j W04-44 �C9.. 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Cn "J + �+ 1A o 0 0 0 0 0 0 0 o 0 0 0 w o o c o 0 o c o m o 0 0 0 0 0 .-• bJ LFX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 260-6432 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRfVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3633) TEL M05) 26"100 FAX (305) 262-6978 6 EDGE DIST. TYPICAL ANCHORS —� SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCK O 4 a tl = \ N ii 5 ACCESS HOLE I 2_110`100:ittl on da d .d e d "TYPICAL ANCHORS < 8 1 FOR ELEV. EL LING n 'EDGE GIST. EDGE DIST. ,d :AL ANCHORS n SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL. ANCHORS SEE ELEV. FOR SPACING 10Y WOOD BUCK 4 TYPICAL ANCHORS \ SEE HORS FOR SPACING 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE 9 MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA SPACING I 1YPICAL ANCHORS EDGE DIST. I " EDGE DIST.^ FO SPACING �I� C Z WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE Q to i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM U 9 AND TRANSFER THEM TO THE BUILDING STRUCTURE. c c � O m TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) 'HILTI' �m () e ~ n 1 /4" DIA. KWIK-CON H BY (FU-138 KSI, Fy-137 KSI) �' O - o INTO WOOD STRUCTURES Q a o C C 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) y In c THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS < = yp c 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) K �d 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) .51 Q W m f DIRECTLY INTO CONCRETE OR BLOCKS c 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF -DRILLING REW (GRADE 5 CRS) — `� p H INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 30 ti n (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS z c n ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 3 ai STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o In (STEEL IN CONTACT WITH ALUMINUM 'TO BE PLATED OR PAINTED) 3 Q 0¢ SMS OR SELF -DRILLING ING SCREWS (GRADE 2 CRS) O 1 a d INTO MIAMI-DADE COUNTY APPROVED MULLIONS ,n C,4 n (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS g ru LID n n ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) � E ;� z r, STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) _ •_ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o_ E " CRITICAL EDGE DISTANCE (2 � � o .- INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. !^ WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANTS: a _ ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. v c a� Am 00 v X > iv y 11111111III TTYYYi � B mb SEEELLANCHORS S(mq yol¢ ': Mar11,2019�, FOR SPACING ® STATE OF Q(q� I(drawinngg no. Nva=Pud PcadsctCa UI '�ii.. _ _. W04-44 • WINDOW HEIGHT O D.L OPG_ m EXTERIOR •-Ni IN. .e ' m UO .. n 9m 0 ZAz4C 0 0 SHIM 10f- N m _3 o e N^DyVm.�ICrz�p-p� 2ncAVD1I.0 e3R•mNmy n m 3:0o o� zEc E� z g 90 K 0 0 N g 3/16" MAX. N m A x A fCi l+ A0 SHIM N� Am_ , 9 7/4" MAX. n Pi MAX. z 0 0 i mc� s NOI �=g It- y FoI�c .a � °A� zE� >> - > z - n n 0M OM 3/8" MAX. rn A ^� 0 1/2" MAX. SHIM c1. g 0 x 0 � ryp C, i2 '4'K/i '0' dote: 05-29-04 � � sole: 1/z• e r � tlr. by TARiq 0 .hk by: - no o e escrl Ion H 10.10.13 MNUF. NAME REV. I I 04.15.15 UPDATED TO 201d FBC T 12A9.15 REV. PER RER CONME 5 X 02.23.16 UPDATED TO 201) FHC D Z' Z 0 = 1/2" MAX. SHIM STRUCTURE FX100 ALUMINUM FIXED WINDOW (L.M.I.) J AL-FAROOQ CORPORATION a RC Home ShOWCOSe, Inc. 16115 NW 52nd Ave. ENGINEERS s PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3539) G' Miami,FL. 33014 TEL (305) 264-8100 FAX (305) 262-6978 X. TEL (305) 392-6214 FAX. (305) 2fi0-6432 i ..o.. v9 ( 7 rd a dae: os-z9-o4 fscale: )�2• _ 1• dr. Ey: TAR10 p ° inn, fiy: O 9m 3� i� x 0 0 t� I N N = O r x FX100 ALUMINUM FIXED WINDOW (L.M.I.) AL-FAROOQ CORPORATION RC Home SF)OWCOSC, III C. 16115 NW 52nd Ave. ENGINEERS&PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAM1, FLORIDA 33173 (C.A.N. 3538) Miami, FL. 33014 TEL. (305) 26"100 FAX. (305) 26Z6978 6� TEL (305) 392-6214 FAX. (305) 260-11432 — r•n-.o_ ...,... ...... - j .750 j- I .082 TYP. 2.000 .875 2.125 O FRAME JAMB/SILL 1.203� .9fi9 907 062 TYR O--I .912 L 4 GLASS STOP (LAM. GLASS) +I r—.11 D .050 TYP. I I( .875 L 1.315 O .983 1.315, I .865 062 PP. 1.182 3 GLASS STOP (LAM. GLASS) FOR CIRCULAR FRAME 734 .094 1.583 1 p p JAMB/SILL ANCHOR CLIP .3d 931 I .380 .soG � �1138.18 6) CORNER LOCK j^-2.000� 062 .500 1.875 .875 E06l L .500 674 .125 1.906—^I 11 FLUSH ADAPTER HEAD/SILL 3 FRAME HEAD/SILL/JAMB 6 63 r ,.072TYP .125 1.804 06 .9fi9 .907 .542L O 12 GLASS STOP (LAM. INSUL. GLASS) FLUSH ADAPTER JAMBS ITEM NO PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CM100-007 AS REOD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW 2 CMIOO-012 AS REOD. JAMB/SILL ANCHOR CUP 6063-T6 - 3 CM100-015 AS READ. FRAME HEAD/SILL/JAMB 6063-T6 - 4 CM100-016 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-T6 - 4A CMIOO-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 - 4B CMIDO-029 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-TB FOR CIRCULAR FRAME 4AB CM100-028 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 FOR CIRCULAR FRAME 5 CMIGO-018 4/ WDW SNAP COVER (LAM. GLASS) 6063-76 - SA CM100-019 4/ WDW SNAP COVER (LAIR. INSUL GLASS) 6063-T6 - 6 CM100-031 AS READ. CORNER LOCK 6063-T6 7 V-059 AS READ. VINYL FOR 5/16' LAM. & INSUL LAM. GLASS PVC - 7A V-038 AS READ. VINYL FOR 7/16' LAM. GLASS PVC - 8 AS READ. 3/16' X 3/8' X 4' LG. SEITING BLOCK EPDM DUROML'TER 80±5 SHORE A 9 AS REOD. 1 1/8' X 1/2" SINGLE FACE TAPE - - 9A REOD. 5/16' X 1/2' SINGLE FACE TAPE - - 10 #10 % 1" ORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS 11 CM100-035REOD. �A.S FLUSH ADAPTER HEAD/SILL 6063-T6 - 12 CMlGO-034READ. FLUSH ADAPTER JAMBS 6063-T6 - .110-q 1 (2) 110 x 1/2" P.H. SMS 050 I555555111111 PoINf 'B" SCREW � ` 875 7_ 1 3/8' X 1 3/4" x 1 /8 _� I ALUM. PLATE 1 .945- O SNAP COVER (LAM. INSUL. G 1.184 168 I I 983 F- GLASS STOP (LAM. INSUL GLASS) FOR CIRCULAR FRAME I (2) 110 x 1/2" P.H. SMS POINT "B" SCREW )ED ------ CM100-031 CORNER LOCK ' I 1 I \ I I I (2) #10 x 1" I / P.H. SMS POINT "8" SCREW n a .J p N 0 C M � O W U 0 Z En N 0ZI` v o o E E ��M2 / -� MITER CORNERS i / rc 21 o rc o 1 / -LL km,a W - CIRCULARWINDOWS CIRCULAR WINDOWS / OPTION OPTION 2 ; \ iRECT. OR SQUARE WINDOWS _ - FRAME CORNERS \711UuuA/�/ \Y H, 'Y I I •0 � nl i .70592 _ a •� Mar11,2019 gm �� ®'• STATE OF drawing no. BY.AZOR,D�`.�®� t-1=—:2_+Ni-- FtO:i11i,2 Control If J 4 I N I O W W I N V O + W G I• N 1 J O A A W W N ; O I N I A W W N I N V O I A W W 1 N I W N J O A I N W O 2 N 01 N 0� N O m N ac N 01 m N 0] tZy7 O Oe z� N J Omi• W O fn � y L ?� O�yHpJJz z3 yoy -C tt�� O 0 0 0 0 0 0 0 0 0 Sin 0 0 0 O y� v 1 mho o J o o m m m 0 m m m m m g o m m a a .. 0 m m m m m mo c m 0 0 m m m m o m m ...... o+e A o 0 0 0 0 0 O O 0 0 0 O C 0 0 0 o 0 0 a o 0 0 0 0 0 0 0 0 0 0 o 0 0 a 0 o 0 0 0 0 0 0 0 0 o 0 0 ,.m1 o C t� O O O L. ll 0 0 0O O O O O O O O O O O O O O O O O ZIP J_ I 0 ia3y�s}� �p ( *v 9 z T. �IIIIIIIIV)\) a sore: 06-29-04 � dr. Ey: 7AR10 O A G N Q o I*1 z N 0Zrn �o FX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL. (305) 392-6214 FAX. (305) 260-6432 I AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIA - I, FLORIDA 33L73 (C.A.N. 3538) C TEL (305) 264 3100 FAX. (305) 262£978 s M IAM aD1ADE DEPARTMENT OF REGULATOR BOARD AND CODE ADM NISM NOTICE OF ACCEPT. RC Home Showcase, Inc. I 16115 NW 52°d Ave Miami, FL 33014 SCOPE: This NOA is being issued under materials. The documentation su Product Control Section to be us Having Jurisdiction (AHJ). This NOA shall not be valid after Section (In Miami -Dade County) to have this product or material perform in the accepted manner, immediately revoke, modify, or s. reserves the right to revoke this Section that this product or materi This product is approved as desc Code, including the High Velocit3 DESCRIPTION: Series "HR10i MIAMI--DADE COUNTY, FLORIDA ����lU PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 ECONOMIC 1;F}OURC S (RER) Miami, Florida 33175-2474 D"I0 T4 ''?sT. T (786) 315-2590 F (786) 315-2599 ,�oA) ��rmirtino www.miamidade.eov/building the applicable rules and regulations governing the use of construction nitted has been reviewed and accepted by Miami -Dade County RER - i in Miami Dade County and other areas where allowed by the Authority e expiration date stated below. The Miami -Dade County Product Control d/ or the AHJ (in areas other than Miami -Dade County) reserve the right 3ted for quality assurance purposes. If this product or material fails to. manufacturer will incur the expense of such testing and the AHJ may Pend the use of such product or material within their jurisdiction. RER ;ceptance, if it is determined by Miami -Dade County Product Control fails to meet the requirements of the applicable building code. )ed herein, and has been designed to comply with the Florida Building lurricane Zone. - Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/0� /04, with revision L dated 05/06/19, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmait P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance n mber and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall be a permanent label with the manufacturer's name or logo; city, state, model/series, and .following state ent: "Miami -Dade County Product Control Approved", unless otherwise - noted herein. RENEWAL of this NOA shall b no change in the applicable buildii TERMINATION of this NOA v in the materials, use, and/ or mani of any product, for sales, advertis to comply with any section of this ADVERTISEMENT: The NO, followed by the expiration date n displayed, then it shall be done in: INSPECTION: A copy of this distributors and shall be available : This NOA revises and renews N( E-2, E-3, E-4, E-5 and Green Si mentioned above. The submitted documentation was considered after a renewal application has been filed and there has been code negatively affecting the performance of this product. 1 occur after the expiration date or if there has been a revision or change acture of the product or process. Misuse of this NOA as an endorsement g or any other purposes shall automatically terminate this NOA. Failure 'OA shall be cause for termination and removal of NOA. number preceded by the words Miami -Dade County, Florida, and •y be displayed in advertising literature. If any portion of the NOA is entirety. ntire NOA shall be provided to the user by the manufacturer or its r inspection at the job site at the request of the Building Official. � No.18-0213.04 and consists of this page 1 and evidence pages E-1, tainable Attributes (G.S.A.) page G-1, as well as approval document ewed by Manuel Perez, P.E. NOA No.19-0326.08 Expiration Date: August 05, 2024 1 D1t� Approval Date: June 20, 2019 I Page 1 NUALL E STOF ° &-������� 9 �� AA#o0337s AR,'{OD11105 APPROVED ® REVISE & RESUBMIT ® APPROVED AS CORRECTED 0 REJECTED Thls review is only for general conformance With the dasfgn concept of the pro ecl and general conlaliance with the into.,n2tion cfven in the co..act dccumerlls. CorreciEbns or commtants made on the shop dravr:'ngs duirg flits reviaw do not relitve the contractor from camPliance %vith the raqu;re- r?16 lts of the pfsrls and sPecifi;.alions. Approvsl of a vpecsnc item shall not include app-ova! of an assembly of which he item is a component Con. tralror is resp nsible for. Dimensions to be confirmed and correlated at the job 0A Infl ?atfon that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construc- tion: coordination of the work of all oilier trades: and for performing aH work in a safe and satisf8dory manner. DAIS 3 ay: —0, 4 RC Home Showcase, Inc. 1. A. B. EVIDENCE. SUBAU DRAWINGS 1. Manufacturer's (Submitted uno 2.. Drawing No. V through 9 of 9, Farooq Corpon TESTS 1. Test reports on: UNDER PREVIOUS NOA's drawings and sections. NOA No. 06-1130.02) -36, titled "HRI00 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 ed 05/04/04, with revision K dated 02/13/18, prepared by Al- n, signed and sealed by Javad Ahmad, P.E. 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 4i Large Missile Impact Test per FBC, TAS 201-94 5Cyclic Wind Pressure Loading per FBC, TAS 203-94 6 Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with mark d-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6440, dated 02/25/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted unde� NOA No.11-0922.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 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 61 Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marke -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6078,. dated 2/05/09, signed and sealed.by Julio E. Gonzalez, P.E. (Submitted under NOA No.10-042610) Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal slider single and double window, respectively, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. IIETI-03-1880, dated 12/12/03 and HETI-03-1881, dated 03/19/04, all signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under OA No. 06-1130.02) E-1 Manuel Pe P.E. Product Control Ekdkiner' NOA No.19-0326.08 Expiration Date:. August 05, 2024 Approval Date: June 20, 2019 RC Home Showcase, Inc. B. TESTS (coNTEN.um) 4. Test reports on: along with mai double sliding Report No. HI Seda, P.E. (Submitted una 5. Test reports on: along with ma casement winc No. NETT 03- (Submitted un, C. CALCULATIONS 1. Anchor verificati Edition (2017), sealed by Javad A. (Submitted under 2. Glazing complies D. QUALITY ASSURAN 1. Miami -Dade Del E. MATERIAL CERTIFII 1. Notice of Accept "Trosifol® Ultra expiring on 07/08, 2. Notice of Accept "SentryGlas® (( 07/04/23. Tensile Test per ASTM-E 8-01e1 ,d-up drawings and installation diagram of an aluminum horizontal dndow, prepared by Hurricane Engineering & Testing, Inc., Test 1-04-T119, dated 04/23/04, signed and sealed by Rafael E. Droz- NOA No. 06-1130.02) i Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 d=up drawings and installation diagram of an outswing aluminum prepared by Hurricane Engineering & Testing, Inc., Test Report 2, dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E.. NOA No. 06-1130.02) )n calculations and structural analysis, complying with FBC 6th [ated 02/16/2018, prepared by Al"-Farooq Corporation, signed and hmad, P.E. NOA No.18-0213.04) with ASTM E1300-09 of Regulatory and Economic Resources (RER). %,TIONS ice No. 17-1114.14 issued to Kuraray. . America, Inc. for their, [ear, Clear and Color PVB Glass Interlayers" dated 01/18/18, 9. No. 17-0808.02 issued to Kuraray America, Inc. for their and White) Glass Interlayers" dated 12/28/17, expiring on E-2 Manuel Pe,p4.E: Product Control xa ner: NOA No. 26.08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 RC Home Showcase, Inc. F. STATEMENTS 1. Statement letter if conformance, complying with FBC 61h - Edition (2017), and of no financial interest, dated February 9, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad A lunad, P.E. (Submitted under NOA No. 18-0213.04) 2.. Laboratory compliance letters for Test Report No. FTL-6440, dated 02/25/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted unde NOA No. 11-0922.05) 3. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0426. 10) 4. Laboratory compliance letters for Test Reports No. HETI-03-1362, dated 12/11/03, HETI-03-1880, aated' 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03-T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) G. OTHERS 1. Notice of Accep ce No. 15-0416.03, issued to RC Home Showcase, Inc. for their Series "HR100 Aluminum Horizontal Sliding Window - L.M.I.", approved on 01/14/16 and expiring on 08/05/19. 2. Simulation Perfoiniance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2b04 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2904 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / W�NDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Seines "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12455.01, pages 1 through 7 of 7, dated 11/16/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In -Responsible-Charge. (Submitted under NOA No. 10-042610) Manuel Per Z.E., Product. Control xam er NOA No- 1 6.08 Expiration Date: August 05,.2024 Approval Date: June 20, 2019 E-3 RC Home Showcase, Inc. NOTICE OF I ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (coN riuED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 1024004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of i series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-11042450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person-In-Respo ible Charge. (Submitted under NOA No. _10-0426.10) 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: A Including letter certifying that material, signed (Submitted unde from Fundiciones Industriales S.A. (FISA) dated 03/22/10, he extruded aluminum products contained 30% recycled scrap y Henry Kronfle, Vice -President - NOA No.10-0426.10) Manuel Per E. Product Control E ami er NOA No. 19- 6.08 , Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-4 RC Home Showcase, Inc. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.404-36, titled "HRl00.Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision L dated 05106119, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS, 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIF CATIONS 1. Notice of Accept ce No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultr, clear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/0 /19. 2. Notice of Accept ce No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (dear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F: STATEMENTS 1. Statement letter of conformance, complying with FBC 0 Edition (2017), dated May 8, 2019, issued by Farooq Corporation, signed. and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0213.04, issued to RC Home Showcase, Inc. for their Series "HR100" Aluminum Horizontal Sliding Window — L.M.I., approved on 04/12/18 and:expi ing on 08/05/19. - Manuel Per ,- .E. Product Control E am' er NOA No. 19- 6.08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-5 RC Home Showcase, Inc. GREEN SUSTAINABLE, AT SCOPE: This document is s< materials. The documentation CRIBUTES. (GSA) for the purpose of verification of Sustainable Attributes of construction fitted has been reviewed by Miami Dade County Product Control. % Recycled % Recycled % Bio-based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 306/0 100% N/A N/A ID# Test Report#: .Product Number . Glazing Components: G.8: -Facto - G.9:. SHGC VT CR Base line '. Product 000 -5/32 CIR_24042-SS-D ARG BRZ-1/8 090 PVB 1/8 - - 0.65' . 0.20 0.21 15 1. 001 5/32 CLIR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 2. NCTL .110-12456-1 002 5/32 Cif R 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 0.65 0.21 0.28 15 3. 003 .5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 0.19 15 4. 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 i 0.65 0.26 0.26 15 I Component Name 1. Whole Window I. Legend Abbreviations: Descri on: SS -I) Desiccant -Filled Stainless Steel Spacer 240#2 Cardinal -Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Butryal(PVB) interla .er CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass C-Value 1.53 Manuel P Product Contro xami er NOA No: 9-03 .08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 G-1 (3) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REOD. FOR SIZES MARKED WITH '-' ON SHEET 4A 78 1/2' MAX. 5" MAX. HEAD CORNERS WINDOW WIDTH 7" 3 1 /2" 1 A 5 TYP. AT HEAD - ` i1 i I I �I �I II II E / g II II II � II II II II II II II II II _ I I II �I FALSE MUNTINS 5 MAX' MAY BE USED HEAD CORNERS p 6 0 Cl w n 0 \ m J 14 1 /2" g 11 1 /2' m rc MAX. 5 MAX. z SILL CORNERS AT SILL in 0 35" 34 3/4- D.L OPG. D.L. OPG. 39 7/8' HRI00 ALUM HORIZ. SLIDING WINDOW vENr wIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS -TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 14 1/2- MAX. SILL CORNERS TYPICAL ELEVATIONS (3) ANCHORS AT MTG. STILE ENDS (4) ANCHORS REOD. FOR SIZES TYP. MARKED U a WITH '-' ON SHEET 4 a 119 3/8' MAX. Z i WINDOW WIDTH 0 a 7- "_ Q Z 7 A 5 � 1 I AT HEAD 3 1/2' TYF. FALSE MU MAY BE USED O p I , I -\ IL �OC Oro Zp�j p II II II C � II II D II Q a"¢ �z }� J II II II II II II li II II _ N � n I I ip 19 g 11 1 /2' MAX. m w z o V) U> mil 5 Al SILL z w o N O 26 1/8' 53 1/8' 26 1/8- U = (/) c- M D.L OPG. D.L. OPG. D.L OPG. n N n EZ 31 L 31 1/4• 3 a IJi = ._ ENT WIDTH VENT WIDTH p E " FLANGE FRAME WINDOWS THESE WI NO T RATEDFORLARGE & SMALL MISSILE IMPACT. HIII PRODUCT REVISED ;) .70592 '- W cemplying with the Flmida _ .. a Build' Cede ceepm Expimfi.=1�. ��'. aV14,2015�� AZORIDR•' 0�� By-- -.e ,..,� �'�s�: .... _��,• drawing no. W04-36 65 1/2- MAX. NNDOW HEIGHT 61 1/8" VENT HEIGHT 58 7/8" N A D.L. OPG. m o o �Fo N� Fy-� v Iw � m 1 £ II II I' II II T____n____II___ I II I u II m� d MAX N JAMB JAMBS m�^ CORNERS r � yC 65 1/2" MAX. ,rr WINDOW HEIGHT xj 61 1/8" VENT HEIGHT 58 7/6" z D.L OPG. m JF- f . z e 0 'jn'III N � O : 0 e .y G7 vv S m o I J 1 I� �I w I II II li II II II II \ II II II II ne IL____ I I 11___ I}.____ql____ m N II II II II Z m u II I� �I II m0 w � m II II II II F� II II II II II II II II II II II II I� it mm N= 1 I II II II II rt5 � O N II II II II 2� rn I I I I I I I -Ir----rr- o FRS - T II II I 13 7/e" MAX. JAMS, JAMBS CORNERS NCZy \F0 FNy :rl Ion LHR ALUM HORIZ, SLIDING WDW. (L.M.Q AL-FAROOQ CORPORATION a Eo TO z01a Pec ENGINEERS& PRODUCT DEVELOPMENT RC Home Showcase, Inc. s PER RER COM1A07i5 9360 SUNSET DRIVE, SUITE 220 I PER R02 COMMENTS 16T 15 NW 52nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3538) C Eo TO 201� Ffic Miami, FL. 33014 TEL(305) 2643100 FAX.(305) 26"978 rwNOE TNrs sNEEr TEL. (305) 392-6214 FAX. (305) 260-6 32 - cnMP-AMI \ Wne_aaac 1/8- OR 5/32- HEAT STREN'D GLASS 1/8- HEAT STREN-D GLASS 1/4- AIR SPACE 1/8- HEAT STREN-D GLASS .090' Interloyer Trosifol PVB .090" Interlayer By 'kumray America. Inc.' Tr-ifol PVB By 'kuraray America, Inc.' 1/0- HEAT STREN-D GLASS 1/8- HEAT STREN-D GLASS SILICONE DOWSIL 795 IL S LICONE 2E M DOWSIL 795 47 Of !-z of z 18 Li 1- x 17 Li 1- DURASEALL SPACER x ITEM PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPLMR/REMARKS I RSIGO-001A I FRAME HEAD 6063-T6 - 2 RS100-OG2 I FRAME SILL 6063-T6 - 3 RSIOO-0078 I FRAME JAMB VENT 6063-T6 - 4 RSIOD-UOS I FRAME JAMB FIXED 6063-T6 - 5 RS100-004 I/ VENT FIXED RAII 6063-T6 - 6 RS100-003 1/ VENT VENT MEETING RAIL 6D63-T6 - 7 RSIDO-009 2/ VENT TOP AND BoTrom RAIL 6063-T6 a RSIOD--006 1/ VENT JAMB STILE 6063-T6 9 SWY-007 AS REQD. GLAZING BEAD 6063-T6 10 RSIOD-005 I SLIDE ANCHOR CUP 6063-T6 1' LONG 11 1 ANCHOR CHANNEL 6063-T6 - 12 - 13 W3123INK 4 WEATHER STRIPPING PILE (VENT) 14 W3123LNK 1 WEATHER STRIPPING PILE (MEETNG RAIL) 15 O-LON 1 Q-375 X 190 WHITE 16 V-033 I WEATHER STRIPPING GASKET NEOPRENE 17 P-049 AS REOD. GLAZING INSERT RIGID PVC MELTPOINT, DUROMErER 75±5 SHORE A 18 V-055 1 VINYL LAM. (NSUL GLASS PVC DUROMETER 75±5 SHORE A 19 P-0359 2/ VENT HANDICAP FINGER LOCK %nNYL G" FROM EACH END 20 __RIGM -21- 22 -RSIOG-Ml P-016 -2L/-VEW- 2/ VENT -KNURLE-AXLE-PIN WHEEL RETAINER HOUSING --sr-/ST.- NYLON 23 RD 1906 2/VENT WHEEL NYLON 24 - 25 010 X I- AS REDD. FRAME ASSY. SCREWS ST. STEEL PH SMS 26 #10 X 3/4' AS REQD. vENT Assy. SCREWS ST. STEEL I HH SMS 27 #10 X 1-1/2'1 2 ISUDE CUP FASTENERS ST./ST. PH. P.H. 28 #12 X 3/4- 1 ISUDE CUP FASTENER ST./ST. FH S.M.S. 29 RS100-029 AS REDD. FLUSH ADAPTER HEAD 6063-T6 - 30 RS100-01 EQD. FLUSH ADAPTER SILL 6063-T6 - 31 RSIOD-02: A. REQD. FLUSH ADAPTER JAMB 6063-TG - 32 5DOY-010 AS REDD. SNAP COVER 6063-Ts - BY 'OUANEX' CLASS TYPE 'A' GLASS TYPE 'Al' 1/8- OR 5/32- HEAT STREN-D GLASS 5/32' TEMP. GLASS 1/8' HEAT STREN'D GLASS 1/4- AIR SPACE 1/4- AIR SPACE 1/8' HEAT STREN-D GLASS 1/8- HEAT STREN'D GLASS .090" Interlayer 'ner'ay SentryGlas G,03 er,' I .090" lrrt�rly.r .090' Interlayer Kuroray Am By 'Kuraray America. Inc.' By SentryGlas By 'Kuramy America, Inc.' SentryGlas By 'Kurarcy America, Inc.' j/. H EAT 1/8" HEAT STREN'D CLASS 1/8- HEAT STREN-D GLASS 1/8- HEAT STREN-D GLASS S CONE SILICONE DOWSIL 795 DOWS�L SILICONE SILICONE t= 2i M DOWSIL 795 M DOWSIL 795 *6 It I, 0 0 rz z 18 2 18 t 17 Cr DURASEAL S PACER x W OURASEAL SPACER W BY 'QUANEX' �<- uj BY 'QUANEW GLASS TYPE GLASS TYPE 'Bl' GLASS TYPE V GLAZING OPTION cc a. 0 t M?M ef OR V. M C) a. M U, z -0 M 0 M 3: C 0 0 93 V) . a: < LJ Of 0 V) C 0 Cj Cj LO E 3: 0 Z C) X: Lo .� n E SEALANT: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. 22 NOTE: 2. IN ORDER TO QUAIJFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bl' MUST 13E TEMPERED. I w o al M�rij� a GLASS TYPES 'A' AND 'B' o 1/8" THK GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS � g 0 4 g j = o. c — — -R.R PRODUCTPEVISED No. 705M complyi2g with tire Fkirida Building Code Acc�pt�n= 03VA09, 'Z7— — I — . 14 2RIP -Z 6�a Z, -0% OF' drawing no. 04ORV. ....... f., W04 —36 0 u M 0 W 0 ;u 0 0 rn 0 0 M 64 T C� , P P P P 0 P 9 0 a 0HO b b P P 0 a 0 - M 9 P 0 0 .... P P a 0 P P a MW P OH b 0 - b b Ho�. P .0 M. 0 0 a a b b b b ... P P P P MO OD P P -H-0 P 0 b b bib Jbi- 0 a 0. a 0 P P 0 O>T C)z M 0 0 0 OMZ >0 < Co rE" Z 110 0 M z 0 " I ;a C. 000 K 10 () x 0 Ul L'j L') M I M 68, m z L) rrl (A 0 M 310 0 xm 0 z M C� M AM z M 0 z 0 M rn 0 z 0 W 0 54 A 0 z M 0 lu ... ........ �7r m * m �d.tw 05-04-04 C 4' C4 F.h br T L <5 4 P P P P 0 P 9 P P o P 9 o P 8 P P P P P 0 P P P P P 9 P D o o 0 1 . a . . b b b 0 a b b o 0 . 0 0 . . b 0 . . b 0 . 0 . + P 9 P P P P 9 P P P P P 9 P P 9 P P P 9 P P 0 . b . . . . . 0 'i cl 'i t c% li t ci P P P P P -HO P P 8� P 9 0 P 9 P P 9 P b o o b b b o 0 0 . . . . . . . 9- . . 901 . . + . � ' -1- P P a b b P P�P P P b P P 0 P 9 8 �g �n P T G o . 0 . o 8 . . a b % C! -% cl t 'l R EL 4; o '% cl t li cl t tj C3 P PH- P P 00 9 9 -NO P P 9 --H-0 9 P 0 b b Q 0 . b . . r . . 0 - '�' bo b b Sbo P0 P P P 8 9 8 b b 68 bo- a . o 0 b b b b b b b b 0 date by I description 04.10.15 NO CHANGE THIS SHEEr JH 0B.11.15 REV. PER RER COMMENTS J 12.09.15 REV. PER RER COMMENTS JL02612118_ UPDATED TO 2017 FBC NU 100 ALUM HORIZ. SLIDING WDW. RIC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL. (305) 392-6214 FAX. (305) 21 AL-FAR00Q CORPORIA ON a :.L.. ENGINEERS & PRODUCT DI I.2L 9360 SUNSET DRIVE, SUM f MIAMI, FLORIDA 33173 (C-4.N. J538) TEL. (305) 26"100 FAX. (3G5) 262-6978 C 3 0 o� w o MIN. >, Om� . gym_ n i = MAX. 0 uAi 1/4' MAX. SHIM m MR� p 1/1" up. . MAX. 1'' a ' ' �tmt�l10SHIM yy cT. . m vmr 2 3/6' MAX. SHIMS 2__ z , O NN . � 0{ c Grm0®� ���Illllll\\\ j. � d m date: OS-04-O4 dr. hY• TARIq 0, (.r4 k. by. N n 0 a e clescri tion H 04.10.15 UPDATED TO 2014 FBC 1 00.11.15 REV. PER RER COMMENTS J 12.09.15 REV. PER RER COMMENTS K 02.12-1a UPDATED TO 2017 rBC i mcS I I m n '01 �1 i mcS I I m n '01 �1 � m m m � Zb'i1 2 0 I ZEC,I EZ-;I I 0' q 5 g OOD STRUCTURE I Z 2m J SHIM o=o ==Nrlo SHIM 1/4" MAX. HR100 ALUM HORIZ. SLIDING WDW. RC Home Showcase, Inc. 16115 NW 52nd Ave, Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 21 0 ZR ve R / 2 N 3/6' MAX. N SHIM AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9390 SUNSET DRIVE, SURE 226 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 26448100 FAX. (305) 282697E t SEE ELEV. SHEET 1 FOR SPACING 1/4' MAX. LMETAL STRUCTURE TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING 1/4' MAX. --- SCREEN OPTIONAL-- �� 1BY OR 2BY EXTERIOR WOOD BUCKS WINDOW WIDTH OX LAYOUT 3/8' MAX. E SHIMS WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE c 4,U °c MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ro AND TRANSFER THEM TO THE BUILDING STRUCTURE. c to 3 ^ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 tt m a 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=138 KSI, Fy-137 KSI) Q 2 1/4" DIA, ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) p o INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO' WOOD w L p (HEAD/SILL/JAMBS) THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS 0 b Iq n v 'c mf N 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) O 0 c e DIRECTLY INTO CONCRETE OR BLOCKS 0 t 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a w 0 ro 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) LL Lu o i 1/4' DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) Q w In f INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - -STEEL: i-/BiHK. MIN. Fy -- 36 KSI MIN.) J v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) H 414 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) c '" INTO MIAMI-DADE COUNTY APPROVED MULLIONS n (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS a m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) N ` STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) ; ¢ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O a L C C) O _ cn CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. ram) ti E 3 ^ Z INTO WOOD STRUCTURE = 1" MIN. 0 = INTO METAL STRUCTURE = 3/4" MIN. o o � E WOOD AT HTJ1D, SILL OR JAMBS SG = 0.55 MIN. _ Xm r CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. �— C-90 GROUT FILLED BLOCK AT JAMBS f'rn - 2000 PSI MIN. r1r T_7_T -TT SEE ELEV. SHEET 2 FOR SPACING y ° o °0 8 PRODUCT REVISED as cmVtymg wish the Florida Building Code Acccptanx No IT. osm E ' an Date v' By Dade Product Ceetry �GQfK,h i� ••.•• 0 GF�18E � 0 I a .70592 -_ • y 14,MOW 2. 2. 1 S7A OF drawing no. � �fcoa... • s��� W04-36 A'E 0 m s ;4CZO Oy f z ��g f o a (date: 05-o4-o4 lrevisions: ) [HR100 ALUM HORIZ. SLIDING WDW. 'o Odr. try: TARIO J 12.09.15 description 9. N C4.10.15 UPDATED TO 2014 FBC$ R16C115 NW 5Showcase, Inc. i 108.11.151 REV. PER PER COMMENTS mH2nd Av REV. PER PER COMMENTS pwj 'o r � K M.12 UPDATED TO 201T FBC Miami, FL. 33014 chk 5y: E Ds.oa.1B ND CHANGE THIS SHEET TEL. (305) 392-6214 FAX. (305) 21 AL-FAROOQ CORPORATION a ENGINEERS d PRODUCT DEVELOPMENT r 9360 SUNSET DRIVE, SUITE 220 r MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL (305) 26481M FAX. (305) 262-6978 _ m o �m O 0 � f m CO w c m LN� 1n N b n x N I{�t0 O M m pp m �II � �! c O] O )J N 0 x o P c � m N W 6 it o N z —r = D d m F C) N 1 � Z N o O o Y 0 tO —� s W 1 p m 1-" f O N V zm r d y ± p •� films V 111 s a ante: as-oa-o4 revisions: HR100 ALUM HORIZ. SLIDING WDW. (L.�.I.) AL-FAROOQ CORPORATION a O n0 0 e escfl Ion 936 SUNS & PRODUCT DEVELOPMENT f O] ewla: t�2• m 1• H 04.10.15 NO CHANGE THIS SHEET [RC Home Showcase, Inc. 938o SUNS DRIVE, SUITE 220 ,gyp 1 08.11.15 NO CHANGE THIS SHEET dr.6 6115 NW 52nd Ave. MIAMI, Fl.ORIDA 33173 C.A.N.2538J 12.09.15 pEV. PER RER COMMEMSN 02.12.18 UPDATED TO 2017 IBC ami,FL. 33014 TEL (306) 26i-8100 FAX. (305) 262-69760506.19 NO CHANGE THIS SHEET L (305) 392-6214 FAX. (305) 2fi0-8432 COMP-ANI\Wn4-'SRQT: 0 Z N \. 1•�9 9iiA � ni a date: as-oa-04 revisions: HR100 ALUM HORIZ. SLIDING WDW. (L. .I.) AL-FAROOQ CORPORATION a o' no o e escn Ion O t OENGINEERS do PRODUCT DEVELOPMENT ewla: 1�2' 1° H 04.10.15 NO CHANCE THIS SHEEP RC Home ShOWCO56, Inc. 936O SUNSET DRIVE, SUITE 22O ,mac I 09.t t.t5 NO CHANGE THIS SHEET 15 16115 NW 52nd Ave. MIAM4 FLORIDA 33173 (C.A.N. 3538) (.td Y TARIO J 12.09.15 REV. PER RER LOHMEMS H 02.12.18 UPDATED TO 2017 FBC Miami, FL. 33014 TEL 2848100 FAX.(305) 2626978 L 05.06.19 NO CHANGE THIS SHEEt TEL. (305) 392-6214 FAX. (305) 260-632 COMP—ANL\W04-36RC r_. 1-rd'aft, VA4. MIAMF DEPAR17AMNT OF REGULATORI BOA" A" CODE ADMMSTRA NOTICE OF ACCEPT) RC! Home Showcase, Inc. 16115 N W 52,d Ave Miami, FL 33014 MIAW—DADE COUNTY, FLORMA MAY 14 2020 PRODUCT CONTROL SECTION . 1 11805 SW 26 Street Room 208 Kolcmr" (RER) Miami� Florida 33175-2474 SION T (786) 315-2590 F (786) 315-2599. .kiOA) www. m i a mi d ad e. r_oy!_u_i I_d_i n_g SCOPE: This NOA is being issued undir the applicable rules and regulations governing the use of construction materials. The documentation stibmitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be uE ed in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade 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 productor 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 s pend the use of 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 fiLils to meet the requirements of the applicable building code. .s This product is approved as de c 'bed herein, and has been designed to comply with the Florida Building Code, including the High Veloci Hurricane Zone. - DESCRIPTION: Series'911110 " Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: D awing No. W04-36, titled "BR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets I through 9 of 9, dated 05/14/04, with revision L dated 05/06/19, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahm d, P.E., bearing the Ahami-Dade County Product Control Revision stamp with the Notice' of Acceptance mber and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: �arge 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 state ent: "Miami -Dade County Product Control Approved", unless otherwise-, noted herein. RENEWAL of this NOA shall b no change in the applicable buildh TERMINAT ION of this NOA m in the materials, use, and/ or mani of any product, for sales, advertis to comply with any section of this ADVERTISEMENT: The NO, followed by the expiration date E displayed, then it shall be done in: INSPECTION: A copy of this distributors and shall be available: This NOA revises and renews N( E-2, E-3, E-4, E-5 and Green Si mentioned above. The submitted documentation was JAPPROVED1 -A considered after a renewal application has- been filed and there has been ; code negatively affecting the performance of this product. I occur after the expiration date or if there has been a revision or change acture of the product or process. Misuse of this NOA as an endorsement g or any other purposes shall automatically terminate this NOA. Failure 'OA shall be cause for termination and removal of NOA. number preceded by the words Miami -Dade County, Florida,, and y be displayed in advertising literature. If any portion of the NOA is i entirety. utire NOA shall be provided to the user by the manufacturer or its r inspection at the job site at the request of the Building Official. L No. 18-0213.04 and consists of this page 1 and evidence pages E-1, tainable Attributes (G.S.A.) page G-1, as well as approval document .ewed.by Manuel Perez, P.E. NOA No. 19-0326.08. Expiration Date: August 05,2024 ApprovalDate: June20,2019 Page 1 NDALL E. 8 0Fn A 'NiTECT59 PA AA#003379 AR#0011105 0 APPROVED ® REVISE $ RESUBMIT ® APPROVED AS CORRECTED [] REJECTED This review is only for general conformance vv .h the design concept of the pfo;est and general comp pi with the information given in ft conImct docDme I�. Corrections or c�mn�en s made on the shop dravdings during this review do not relieve the contractor from compliance Wilh thu regLjre- mvnis of the pans and specifications. Approval of a 7pecMe Pam shall not includ, appn;;ai of an assembly of which the item is a component. Con- tractor is rosponsible for: Dimensions to be confirmed and coma lated at the job sde; Information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and pmce;ums of cDns�uc- Uon: aourdination of the vvurk of 80 other trades: and for performing all worts in a safe and satisfactory manner. DATE BY: s RC Home Showcase, Inc. 1. EVIDENCE SUBAH A. DRAWINGS 1. Manufacturer's (Submitted unA 2.. Drawing No. N through 9 of 9, Farooq Corpor. B. TESTS 1. 2. 3. Test reports on: along with mark( sliding window, FTL-6440, dated (Submitted undej Test reports on: 1 along with marke sliding window, 1 FTL-6078, dated (Submitted under Test reports on: 1) along with marke, slider single and c Testing, Inc., Test dated 03/19/04, all (Submitted under UNDER PREVIOUS NOA's drawings and sections. NOA No. 06-1130.02) �-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets. I .ed 05/04/04, with revision K dated 02/13/18, prepared by Al- n, signed and sealed by Javad Ahmad, P.E. i Air Infiltration Test, per FBC, TAS 202-94 i Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 d-up drawings and installation diagram of an aluminum horizontal )repared by Fenestration Testing Laboratory, Inc., Test Report No. 32/25/11, signed and sealed by Marlin D. Brinson, P.E. NOA No.11-0922.05) Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 . Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per 'FBC., TAS 201-94 - Cyclic Wind Pressure Loading per FBC, TAS 203-94 Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 3-up drawings and installation diagram of an aluminum horizontal repared by Fenestration Testing Laboratory, Inc., Test Report No. 12/05/09, signed and sealed.by Julio E. Gonzalez, P.E. NOA No.10-0426.10) Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 1-up drawings and installation diagram of an aluminum horizontal Iouble window, respectively, prepared by Hurricane Engineering & Reports No. HETI-03-1880, dated 12/12/03 and HETI-03-1881, signed and sealed by Rafael E. Droz-Seda, P.E. OA No. 06-1130.02) E-1 Manuel Pe P.E. Product Control E miner NOA No. 19-0326.08 Expiration Date:. August 05, 2024 Approval Date: June 20, 2019 RC Home Showcase, Inc. B. TESTS (COrrrnvuED) 4. Test reports on: along with mark, double sliding v Report No. BE] Seda, P.E. (Submitted under 5. Test reports on: 1 along with mE casement win( No. HETI-03- (Submitted un C. CALCULATIONS 1. Anchor verificati Edition (2017), sealed by Javad A (Submitted under 2. Glazing complies D. QUALITY ASSURAN 1. Miami -Dade Del E. MATERIAL CERTIFI 1. Notice of Accep "Trosifol® Ultr; expiring on 07/OE 2. Notice of Accep "SentryGlas® (i 07/04/23. Tensile Test per ASTM-E 8=01el [-up drawings and installation diagram of an aluminum horizontal Zdow; prepared by Hurricane Engineering & Testing, Inc., Test -04-T119, dated 04/23/04, signed and sealed by Rafael E. Droz- NOA No. 06-1130.02) Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 Forced,Entry Test, per FBC 2411.3.2.1 and TAS 202-94 d-up drawings and installation diagram of an outswing aluminum prepared by Hurricane Engineering & Testing, Inc., Test Report 2; dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E.. NOA No. 06-1130.02) calculations and structural analysis, complying with FBC 6tb d 02/16/2018, prepared by Al-Farooq Corporation, signed and ad, P.E. )A No.18-0213.04) h ASTM E1300-09 of Regulatory and Economic Resources (RER). kTIONS ice No. 17-1114.14 issued to Kuraray. . America, Inc. for their [ear, Clear and Color PVB Glass Interlayers" dated 01/18/18, 9. No. 17-0808.02 issued to Kuraray America, Inc. for their . and White) Glass Interlayers" dated 12/28/17, expiring on E-2 Manuel Pe -A I.E. Product Control xa er: NOA No. t.108 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 RC Home Showcase, Inc. F. STATEMENTS 1. Statement letter financial interest, sealed by Javad A (Submitted undi 2.. Laboratory doml by Fenestration' (Submitted unde 3. Laboratory comf by Fenestration, (Submitted unde 4. Laboratory conij HETI-03-1880, dated 04/23/04, E sealed by Rafael (submitted unde G. OTHERS 1. Notice of Accep Series "HRIOO Aull 01/14/16 and exph 2. Simulation Perfort Condensation Resi 1) NFRC 100-2 2) NFRC 200-2 Gain Coefficie 3) NFRC 500-20 Resistance Using computer s, THERM 5.x, / WI RC Aluminum Se with attached dra-v National Certified 1 through 7 of 7, d Steven H. Coble, N (Submitted under . conformance, complying with FBC 6th Edition (2017), and of no lated February 9, 2018, issued by Al-Farooq Corporation, signed and mad, P.E. NOA No. 18-0213.04) lance letters for Test Report No. -FTL-6440, dated 02/25/11, issued ,sting Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. NOA No. 11-0922.05) [ance letters for Test Report No. FTL-6078, dated 12/05/09, issued ,sting Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. NOA No. 10-0426.10) lance letters for Test Reports No. HETi-03-1362, dated 12/11 . /03, ited- 12/12/03, HETI-03-1-881, dated 03/19/04 and HETI-03-T119, issued by Hurricane Engineering & Testing, Inc., all signed and Droz-Seda, P.E. NOA No. 06-1130.02) -1 No. 15-0416.03, issued to RC Home Showcase, Inc. for their tinum Horizontal Sliding Window 7 L.M.l.", approved on g on 08/05/19 nce, Solar Heat Gain Coefficient, Visible Transmittance, & ince Calculation Report on: I "Procedure for Determining Fenestration Product U-Factors" I 'Trocedure for Determining Fenestration Product Solar Heat and Visible Transmittance at Normal Incidence" "Procedure for Determining Fenestration Product Condensation Ation in accordance with NFRC: Frame and Edge Modeling: )W 5.x NFRC Simulation Manual (Approved at test date), of a "CM100" outswing casement aluminum prime window, along s and bill of materials included in Appendix A, marked -up by ing Laboratories, Test Report No. NCTL-110-12455.'Ol, page's 11/16/09, signed by Richard A. MeVicker III, Simulator, and 'Accredited Simulator, Simulator —In —Responsible —Charge. No. 10-0426.10) E-3 �Va '11110 Manuel Pe z, E. Product.Control xam er rv"'A No- IG6."08 Expiration Date: August 05,2024 Approval Date : June 20,2019 RC Rome Showcase, Inc. CE G. OTHERS (CONTEWMD) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102- 2 004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with a, plicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge. (Submitted underlI NOA No..10-0426.10) 4. Recycled Contentl Determination Report on: Name: Casement Window, CM100 Raw Material: Ali Including letter certifying that tl material, signed b (Submitted under from Fundiciones Industriales ie extruded aluminum . products (Henry Kronfle, Vice -President NOA No.10-0426.10) S.A. (FISA) dated .03/22/10, contained 30% recycled scrap Manuel Per E. Product Control E mi er NOA No. 196.108 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-4 RC Home Showcase, Inc. 2. NEW EVIDENCE SUI MITTED A. DRAWINGS 1. Drawing No. W04-36, titled "HR100 Alum. Honz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, d ted 05/04/04, with revision L dated 05/06/19, prepared by Al-Farooq Corporation, six ed and sealed by Javad Ahmad, P.E. B. TESTS, 1. None C. CALCULATIONS 1. None D. QUALITY ASSURAN E 1. Miami -Dade Dep ent of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFATIONS 1. Notice of Acceptdnce No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultras lean, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Accept ce No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®( ear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F: STATEMENTS 1. Statement letter of onformance, complying with FBC 6th Edition (2017), dated May 8, 2019, issued by Al- arooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptai ice No.18-0213.04, issued to RC Home Showcase, Inc.. for their Series "HR100" Aluminum Horizontal Sliding Window — L.M.I., approved on 04/12/18 and:exping on 08/05/19. - Manuel Per .E. . Product Control Ejamih er NOA No. 196.08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-5 RC Home Showcase, Inc. GREEN SUSTAINABLE AtTRIBUTES. (GSA) SCOPE: This document is sol4 for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control. t 3 % Recycled % Recycled % Bio-based % Renewable Material Component Name Content at at Disposal Material Manut 1. Window Aluminum 30% 100% N/A N/A ID# Test Report#.: .Product Number . G.8: Glazing Components: -Facto ' G.9:. SHGC CR Base line Product 000 5/32 CIIR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.65 I - - - - - .0.20 0.21 15 1. NCTL. 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 15 2. 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 0.65 0.21 0.28 3. 110-12456-1 003 .5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 0.19 15 15 4. 004 1 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 0.65 0.26 0.26 Legend Abbreviations: Descri on: SS -ID Desiccant Filled Stainless Steel Spacer 240#2 Cardinal -Low E 240 0, #2 Surface Typical ARG 90% Argon' PVB 0.090" Poly Vinyl Butryal(PVB) interla .er CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass LComponent Name I C Value 1. Whole Window 1.53 Manuel P Product CoutroVExamiVer NOA No: 9.03 .08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 G-1 u (3) ANCHORS AT M`rG. STILE ENDS TYP. ;6U (3) ANCHORS AT WTG. STILE ENDS TYP. (4) ANCHORS REDD. FOR SIZES MARKED (4) ANCHORS REDD. FOR SIZES MARKED WITH '-' ON SHEET 4 WITH ON SHEET 4 . 78 112- MAX. lis 318 km. z WIN WIDTH WINDOW WIDTH 0 7' 7' 1 1/2- 7 3 1/2- 5" MAX. 13" MAX. S' MAX. 13' MAX. S FALSE MUNTINS FALSE MUNTIN IL 0 HEAD TYP. MAY BE USED HEAD Typ. MAY BE USED CORNERS CORNERS r Z7 0 rD-\ E 6 0 .0 tj A �E C) "It 0 z r 4— 14 1/2' 5 11 1/2- 14 1 �/2 B 11 1/2 MAX. MAX. AX. MAX. �lv 5 z 2 en . IV 0 45 1) 3. -Z � SILL CORNERS AT SILL SILL CORNE:16:U AT SILL 0 34 3/4- 26 1/8- 53 1/8' 26 1/8- 0 c) '0 D.L. OPG. D.L OPG. D.L. OPG. D.L. OPG. D.L OPG. Q 39 7/8- 31 1/4- 31 1/4- -4 -4 mo: VENT WIDTH HR100 ALUM HORIZ. SLIDING WINDOW VENT WIDTH VENT WIDTH E DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION 10 CHARTS SHOWN ON SHEET 4. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER FIANGE FRAME WINDOWS WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI DADE COUNTY APPROVED MULLIONS IN BETWEgN. G G LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a WILL APPLY TO ENTIRE SYSTEM. 2i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE a '6 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. � PFF 7--T-1 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. % %J111111111, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALUG AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMFED TO STEEL/MIETAL SCREWS. THAT PRODUCT REVISED .70M COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE e,,9,1$yingwith the FIMMa STANDARDS. EQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED R Buildis Cod - THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Ampt- FOR A SITE SPECIFIC PROJECT. i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY Date a 14,2019rU !M4" OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR OF �,&(f drawing no. WATER INFILTRATION RESISTANCE ETC. B,y y W04-36 j CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. Nmb _t AN T, D BE REVIEWED BY BUILDING OFFICIAL mill, P3. rl** , 7 0,:9 131 02 W C co * !� 0 4� (revisions: description UPDATED TO 2014 FBC REV. POR RER COMMENTS REV. PER RER CommENTs UPDATEO TO 2017 FUC NO CHANGE THIS SHEET F� OM 0 0 L===A CORNERS rTl r- -Q > 10 o 0 65 1/2- MAX. YINDOW HEIGHT 61 1/8- VENT HEIGHT 58 7 D.L. OPG. uz W 65 1/2- MAX. WINDOW HEIGHT 61 I/a. VENT HEIGHT 58 7/B" 'm ui 70 D.L.OPG. H Mpg ----- --- ---- z 3E -Lu ---- --- ---- -- Ir ---- I r I F— T - — — — — - L �-�Xk CORNERS 0 F, 0Z W za HR100 ALUM HORIZ. SLIDING WDW. (L.M,.1. AL-FAROOQ CORP . ORATION RC Home Showcase, Inc. ENGINEERS & PRODUCT DEVELIDPMEIVT 9360 SUNSET DRIVE, SUITE 220 f 16115 NW 52nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3538) C Miami, FL. 33014 TEL (305) 26"100 FAX.(30IS)26Z697a TEL. (305) 392-6214 FAX (105) 2 1 --., \ Wn--, HEAT STREN'D GLASS .090' Interloyer VB Trosifol PVB By'kuraray America. Inc.' A j1/8- 1/8- HEAT STREN'D GLASS SIUCONE DOWSIL 795 F- x Lu CLASS TYPE 'A' 1/8- HEAT STREN'D GLASS '090 1 interlay .090� Interlayer 'r SentryGlus SenI a By 'Kuraroy America. Inc.' By u raroy Am 1/8- HEAT STREN-D GLASS 1/8 _ HEA T S SIUCONE S�UCONE DOWSIL 795 .WSL Fn of 0 0 of C 17 GLASS TYPE W 1/8- OR 5/32- HEAT STREWD CLASS AIR SPACE 1/8" HEAT STREN'D GLASS 09V Interlayar Tro.ifol PV8 VBy *kuniray America. Inc.' � �, ��SI.UCDNE 'L 795 2 DURASEAL SPACER x LJ BY 'QUANEX' GLASS TYPE 'Al' 1/8- OR 5/32- HEAT STREN-D GLASS 1/4- AIR SPACE 1/8- HEAT STREN-D CLASS .090" Interlayer SentryGlas By 'Kummy America, Inc.' 1/8- HEAT STREN-D GLASS SIUCONE DOWSIL 795 IB DURASEAL SPACER BY 'QUI GLASS TYPE 'Bl' GLAZING OPTION rrEm PART III QUAN= DESCRIPTION MATERIAL MANF./SUPPLIER/H 1 RSIOD-001A I FRAME HEAD I - 2 RSIGO-002 1 FRAME SILL 61 - 3 RSIOO-0078 I FRAME JAMS VENT 6063-T6 - 4 RSIOD-008 I FRAME JAMB FIXED GOr3-T6 - -5 RSIGG-004 I/ VENT FIXED PAL I - 6 FISIDD-003 I/ VENT VENT MEETING RAIL 6DS3-T6 - 7 RSIOO-009 2/ VENT TOP AND BOTTOM RAIL 6G63-T6 - 8 RSIGO-OD6 I/ VENT JAMB STILE I - 9 5DOY-007 AS REDD. GLAZING BEAD 6063-T6 - 10 RS100-005 I SLIDE ANCHOR CUP 6063-T6 I' LONG 11 1 ANCHOR CHANNEL 6GI 12 1.3 W31231NK 4 WEATHER STRIPPING PILE (VENT) 14 W3123INK 1 WEATHER STRIPPING PILE (MEETING FI 15 0 O-LON i 0-375 X 190 WHITE 16 V-033 I WEATHER STRIPPING GASKET NEOPRENE 17 —P-049 AS REQDm GLAZING INSERT RIGID PVC MELTPOINT. DUROMETER 75±5 SHORE A 18 J V-055 I VINYL LAM. INSUL GLASS PVC DUROMETER 75*5 SHORE A 19 P-035B 2/ VENT HANDICAP FINGER LOCK RIG113 MNYL I FROM EACH END 20 21 RSIGO-MI .,aI 2/ VENT KNURUE AXLE PIN ST-/ST- I - 22 P-016 2/ VENT WHEEL RETAINER HOUSING NYLON - 23 RD 1906 2/VENT WHEEL NYLON - 24 25 #10 x 1- iS REOD. FRAME ASSY. SCREWS ST. STEEL PH SMS 26 #10 X J/4" AS REQD. VENT Assy. SCREWS ST. STEEL HH SPAS 27 #10 X 1-1/2- 2 SLIDE CUP FASTENERS ST./ST. PH. P.H. 28 #12 X 3/4- SLIDE CUP FASTENER ST./ST. FH S.M.S. 29 R S100-029 -1--- AS EOD, FLUSH ADAPTER HEAD 0:�3-T.6 . 00 0 19 AS REqD. FLUSH ADAPTER SILL T 3, PIS �:6914 AS REQD. FLUSH ADAPTER JAMS 6063-TG .32 500Y-010 I AS REOD. SNAP COVER 6063-TG 5/32" TEMP. GLASS 1/4' AIR SPACE 1/8- HEAT STREN'D GLASS .090' Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STRFN'D GLASS SILICONE DOWSIL 795 z 18 DURASEAL SPACER BY 'QUANEX' GLASS TYPE 'C' SEALANT: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WrrH SILICONE. NOTE: IN ORDER TO QUALJFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bl' MUST BE TEMPERED. GLASS TYPES 'A' AND -8- 1/8- THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS 4ftw 0 top fj n. a W ? OF =0 0: 0 IL 34 0 a b Ix 19 W :1 a Ulu) 0' C 0 IN ME A Eztl PROI REVISED � C00I VII the Ekidda BI I Acal 03 26. 015 0 drawing no. By Ak W04-36 z 0 C3 rn 0 ;u 0 0 M 9 z 0 0 C)>p 0z M Eg rrl m ;a rn 0 (f) > > F= m zo z M -q 00. r a r Eh L I )l V) M 116 In q m z F > C) X M C: zi 0 0 C/) �rp z U) t—D 0 z 0 ::4 Al 11-1 V I z 0 z p p 0 0 pp . . 0 . - � - . . � g � S . C, � -� � - C, 0 C. a 0 . -H- 0 o 0 bo 13 b 6 b p p p j, 0 311 DO TI 0 ;a 0 x 0 n 5� M 0 'D TI CO M x z 0 0 >Z 0 M k * 1 Tj*- > at " M 0 z 0 0 & 0 121 C% p p p 0 0 p 9 p p 9 p 0 C' D, 0' p J p p J jb-- L 0 p p 9 0 p b- b b 0 0 ZL�0 C/i - 4:"% c% It . . . cl '% `1 '1 1 . . Cl t 1% li . . . t tj z lo Sm .01. 1. 0 m 'b W 'b b b b b b b b b b. b b b I. b b b 1. b SH-H-H- o 0 a b o 0 0 b 6 b b b b p p 0 . 9 p . . p 9 6 6 8 0 b b b b b b - DO n t 9 t c� N cl It t -% c% "I It R t Cl t z c% li 0- Or 0 0 p p p p 'p p S 9 p b 0 F. a R. I 0 -�-O p 0 p p p p 9 p p p 0 0 b . a b C, b 6' b b p 9 rZI 0 revisions: a date by I description H 04.10.15 NO CHANGE THIS SHEET 1 08.71.15 RIEV. PER RER COM ENTS 12409al 5 REV. PER RER COMMENTS 02AZIS UPDATED TO 2017 FBC L 05.06.19 No CHANCE THIS SHEET JHR100 ALUM HORIZ. SLIDING WDW. RIC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL. (305) 392-6214 FAx. (305) 20 AL-FAROOQ CORPORATIONa ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264.SU* FrAX (305) 282-6978 C C0 MIN. 0 2 1�4 0 al-4 E,z '.0 > 20, 'C= III-1-1\0 �Ccll) Mo. EXTERIOR Z=777 A E IZE. z 8 z x ZWO 0 I== CA 11 > 'Z� L4 4 C��4 IA > C% x 0 < x M M z z M ;u 5 * M M z 4 -M. 0, C>' MM rn z nrl CI E 0 '00 z > 0 C) M- LI) > M �l V) z M- 0 L') M <M 0 0 0 0z 0 C: Ln >x z M > z M 0 (A M M z M z 0 (A no a v escrip 'on ion 2014 FBO �SF-T'-'.-'T.0 .. 7 `09. 'EV. PER RE LOMMENTS �' 7 62.'2.%l 1 UPI)ATED TO FBG umm� �is 1/4 1/4' MAX. HR100 ALUM HORIZ. SLIDING WDW. RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 2 8-4 XR- ­t/ op F RQ� 001) STRUCTURE 2.0 oxx I 90 N 1/4' MAX. - SHIM N �3.� ®r Hl� 0 E1,7 310" MAX. SHIM AL-FAROOQ CORPO 1011%111�a DI.L=T ENGINEERS & PRODUCT ENT 9360 SUNSET DRPJE, SUrrE 220 MIAMI, FLORIDA 33173 (C-4,N. 3538) f TEL (305) 26"100 FA)L (305) 26Z6978 C SEE ELEV. SHEET I FOR SPACING 1 /4" MAX. LmET& STRUCTURE 1/4" I�M. ICAL ANCHORS ELEV. SHEET 2 SPACING TYPICAL ANCHORS SEE ELEV. SHEET I FOR SPACING 1/4' MAX. 101 — — — — — SCREEN OPTIONAL---::-R,� 27 I BY OR 2EIY�' EXTERIOR "OOD BUCKS VANDOW WIDTH OX 1AYOU 318" MAX. SHIMS 31 f V � 1 3/4' WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE U. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z TYPICAL ANCHORS: SEE ELEV. FOR SPACING $ 1/4" DIA. KWIK-CON 11 13Y 'HILIL (Fu-138 KSI, FY-137 KSI) 2 1 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS1, FY=155 KSI) 0 0 L INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) LU a THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAME3S) 0 2! 1-3/4- MIN. EMBED. INTO GROUT FILLED BLOCKS (JAMBS) 0 IE 0, DIRECTLY INTO CONCRETE OR BLOCKS 0 -a U 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o U, m z 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) W Id U;. z 0 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) Wc j it Vol INTO METAL STRUCTURES (HEAD/SILL/JAM13S) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8_"_THK_MIN_(6O63=T5-MIN,) STEEL: 1/8" THK. MIN. (Fy = 36 KS1 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SIMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) C3 0 INTO MIAMI-DADE COUNTY APPROVED MULUONS n (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) a '6 STEEL;- 1/8- THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Of 0 -t C 0 CRITICAL EDGE 0 C4 10 DISTANCE U3 'q INTO CONCRETE AND BLOCKS 2-1/2" MIN. E INTO WOOD STRUCTURE = 1" MIN. 0 INTO METAL STRUCTURE = 3/4" MIN. E WOOD AT HEAD, SILL OR JAMBS SO = 0.55 MIN. LE2 La: CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. r=�,­T-FT-F-T- SEE ELEV. SHEET 2 FOR SPACING 2' PRODUCT REvIsBD emloyig wilh the Flmida Building Code Accept=- R E Date Wig A 70 H6 I .70592 y y 14 2 019% I.A I '.. OF drawing no. 4&'-. j4ing W04 36 -4 * !�. [datw 05--04-04 C) 0 p n10 a e y I clescription '1 0.1 C 1 08.1 , .15 ��PWD.ATI.DMNCI�4. 1 12. 09 .15 REV. PER RER COMMENTS 02. 1 2. '8 NO CWNGE THIS Po 0.�i R100 ALUM HORIZ. SLIDING WDW. FRC Home Showcase, Inc. 1 1 15 NW 52nd Ave. M� '. mi, FL. 33014 TEL. (305) 392-6214 FAX. (305) 21 0 �0 Z 0-0 < _j 8 0 - l< . .1 4 MR OT EDGE DIST. i2 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 353'�) TEL (305) 264431W FAIL (306) 262-697. 4 r1l Ei < 10 F, r 6 'n T— b M 0 F -D rn M RSL K 1 7 ED x M v z Q 3.1 0 0 T— z i. b V) 0 S rrl ;o 0 1 L t 0 �4- C: (A C C (A Lf) if M b > >F ;4 F' T— LJ > no a e videscri ion PtE THIS SHEET 1 .112111 N2� E Pll� MEIT 712.09.151 R Pll 11R 0011MIMS UPDATED TO 2017 FBC HR100 ALUM HORIZ. SLIDING WDW. RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 21 AL-FAROOQ CORPORATION iia ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 353B) TEL (305) 26"100 FAX (305) 282-6976 1� fc eq :::� a. �dt.: 05-04-04 0 4� 5 P F.hk. -bl rn 0 0 no a v escnp ion H 2� '2 Is SHEEr N1211251 1 IN2 ME .. �..0 1 .09.151 1 REV. PER Rl C MMMM K 02J2.181 I UPDATED TO 2 7 FBC I R100 ALUM HORIZ. SLIDING WDW. 1 RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 14 FAX. (305) 21 POW-08 01 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SU17E 220 MIAMI, FLORIDA 33173 (C.A.N. 35� TEL (305) 28443100 FAX (305) 2GZ46978 MIAMI- E DEPARTMENT OF REGUL ATOR�� (RER) I BOARD AND CODE ADMINISTRATION -NOTICE OF ACCE& A- X& RC Home Showcase, Inc. 16115 NW 52" Avenue Hialeah, FL 33014 SCOPE: 4ERQWOMIC I RESOURCES ng ML4,MI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/econom This NOA is being issued under the ap licable rules and regulations governing the use of construction materials. The documentation submitted has beeri reviewed and accepted by Miami —Dade County RER—Product Control Section to be used in Miami —Dade Co inty and other areas where allowed by the Authority Having Jurisdiction (AHJ). I This NOA shall not be valid after th� Division (In Miami Dade County) and have this product or material tested f6i the accepted manner, the manufacture revoke, modify, or suspend the use of s to revoke this acceptance, if it is detem material fails to meet the requirements This product is approved as described I including the High Velocity Hurricane DESCRIPTION: Series RD45 Alumi expiration date stated below. The Miami -Dade County Product Control )r the A1-U (in areas other than Miami Dade County) reserve the right to quality assurance purposes. If this product or material fails to perform in . will incur the expense of such testing and the AHJ may immediately tch product or material within their jurisdiction. BORA reserves the right hed by Miami -Dade County Product Control Division that this product or f the applicable building code. -rein, and has been designed to comply with the Florida Building Code, tum Outswing Entrance Door w/wo Transom & Sidelites- L.M.I. APPROVAL DOCUMENT: Drawinj No. W04-37 Rev L, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 05-09-64 and last revised on MAR 21, 2018, prepared by the AL-Farooq Corporation,, signed and sealed by Jav d Ahmad, P. E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance nFber and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Larl Limitation: 1 . Load bearing shim required. 2. Max 1/4" shim allowed for installa LABELING: Each unit shall bear a pe following statement: "Miarni-Dade Cot RENEWAL of this NOA shall be con, - change in the applicable building code i TERMINATION of this NOA will oc materials, use, and/or manufacture of tf. product, for sales, advertising or any ot] with any section of this NOA shall be c ADVERTISEMENT: The NOA num. the expiration date may be displayed in be done in its entirety. INSPECTION: A copy of this entire and shall be available for inspection at I This NOA renews NOA # 18-0213.02 approval document mentioned above. The submitted documentation was revic and Small Missile Impact in steel substrate. nanent label with the manufacturer's name or logo, city, state and ty Product Control Approved", unless otherwise noted herein. lered after a renewal application has been filed and there has been no �gatively affecting the performance of this product. tr after the expiration date or if there has been a revision or change in the product or process. Nfisuse of this NOA as an endorsement of any �r purposes shall automatically terminate this NOA. Failure to comply ise for termination and removal of NOA. �r preceded by the words Miami -Dade County, Florida, and followed by Ivertising literature. If any portion of the NOA is displayed, then it shall A shall be provided to the user by the manufacturer or its distributors job site at the request of the Building Official. isists of this page I and evidence page E-1, E-2, E-3 and E-4 as well as by Ishaq I. Chanda, P.E. NOA No. 18-0517.06 Expiration Date: August 19,2024 Approval Date: March 21, 2019 Page 1 a PAwA AA#oo3379 pa APPROVED AR#0011105 El APPROVED AS CORRECTED E3REVISE & RESUBMIT 0 REJECTED This "I"' i5 Only for general conformance '.Yllhffie d PrOjPct and general compljanca 1, 0312" concept of the in the informallion g;vsn jn the contract ions Or comments documents. Correct 41, this rcvift do no,, relieve the CDT,., made on the 2p dizWings during Ments 'r2ctor frop) cOmpffance villh the require Of the' Plans and specifications. Approval 0,: a 7,pscllic asse """�ude 8PPMV--31 of an 'Mbly of Pt'�m shall not Ina'dor is responsible for Dimension Which the item is a Component Cori - job 8iIe; s to be cOnOnDed and correlated at the InfbMIation that Pertains sOlelY to the fabrication promwes or to the Means, Methods, techniques, don: ssWsnces and Procedures a coOrdingOn of the work of all Other tredes: a f corifte. in a safe and satisfadOtY manner. nd lor pefforming all wodc DATE BY. RC Home Showcase, Inc. XXITI 1. EVIDENCE A. DRAWINGS 1. Manufacturer's di 2. Drawing No. WO through 10 of 10, AL-Farooq Corp( B. TESTS 1 Test reports on 1) 2) 3) 4) 5) 6) along with marked -up dr, by Fenestration Testing 1 2004, FTL-4155, dated � sealed by Edmundo Larg 2. Additional test re] issued by Fenestr, C. CALCULATIONS I Anchor verification Corporation, dated I Dr. Humayoun Farc 2. Glazing complies -vN D. QUALITY ASSURANC 1. Miami Dade Buil& E. MATERIAL CERTIFI I Notice of Accepta for "DuPont Butac F. STATEMENTS I Statement letter c and sealed by Hu 2. Statement of Lab G. OTHER 1. This NOA revis, expiring on Aug UNDER PREVIOUS NOA'S drawings and sections. .37, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets 1 ated 05-09-04 and last revised on July 14, 2008, prepared by the ation, signed and sealed by Dr. Humayoun Farooq, P.E. Jr Infiltration Test, per FBC, TAS 202-94 rniform Static Air Pressure Test, per FBC, TAS 202-94 �ater Resistance Test, per FBC, TAS 202-94 arge Missile hnpact Test per FBC, TAS 201-94 .yclic Wind Pressure Loading per FBC, TAS 203-94 orced Entry Test, per FBC 24113.2.1 and TAS 202-94 dngs and installation diagram of aluminum entrance door, prepared )oratory, Inc., Test Reports No(s). FTL-4154, dated March 24, irch 30,2004, FTL-4166, dated March 31,2004, signedand spada, P. E. A No. FTL-5390 dated 02/18/2008 per TAS 201, 202 and 203-94, .on Testing Lab, signed and sealed by Carlos S. Rionda, P.E. m1culations and structural analysis, prepared by AL-Farooq 4ay 29, 2008 and last revised on July 14, 2008, signed and sealed by )q, P.E. ASTME-1300-02 Code Compliance Office (BCCO). ce No. 04-0816.02 issued to E.I. DuPont DeNemours & Co., Inc. te, PVB Material", expiring on February 04, 20 10. compliance and "no financial interest", dated April 29, 2008 signed ayoun Farooq, P.E. ompliance, as part of the above referenced test reports. NOA # 04-0608.03, issued to RC Aluminum Industries, Inc. 9,2009. �4� UL O'n N . L� " &.t -\O-- IshAq 1. Chanda, P. E. Product Control Unit Supervisor NOA No. 18-0517.06 Expiration Date: August 19, 2024 Approval Date: March 21, 2019 E-1 RC Home Showcase, Inc. rc tell I I 2. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS I 1. Manufacturer's cite drawings and sections. 2. Drawing � No. W 0-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets I through 10 of 10 dated 05/09/04 with revision "X' dated 04/18/16, prepared by Al— Farooq Corporati6, signed and sealed by Javad Ahmad, P. E. B. TESTS (Submitted und�r NOA's No.'s 04-0608.03 and 08-0613.07) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Unifonn Static Air Pressure Test, Loading per FBC, TAS 202-94 31 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 2411.3.2. 1, and TAS 202-94 along with marked —up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s: 1. FTL-5390, ( iated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0613.07); 2. FTL-4154, dated 03/24/0 � FTL-4155, dated 03/30/04 and FTL-4166, dated 03/31/04, all., I ;igned and sealed by Edmundo Largaespada, P. E. (Submitted under, NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'h Edition (2014), prepared by Al—Farooq Corporation, dated 09/25/15 revised on 04/18/16, signed; I md sealed by Javad Ahmad, P. E. 2. Glazing complie� with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Der artment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and no financial interestg, issued by Al—Farooq Corporation, dated 09/21/15, signed and sealed by Javad A16 Ishaq 1. Chanda, P. E. Product Control Unit Supervisor NOA No. 18-0517.06 Expiration Date: August 19, 2024 Approval Date: March 21, 2019 E-2 RC Home Showcase, Inc. CE OF AC F. STATEMENTS (contin�e) 2. Name changed tb RC HOME SHOWCASE, INC. as registered in the Florida Department of St I e, Division of Corporation, documents dated 10/11/13. (Submitted unde) NOA No. 13-111Z 06) 3. Asset purchase greement ated 10/01/13, signed by Mr. Manuel A. Kronfle— Kozhaya, Mr. Hefuy F. Kronfle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. (Submitted under NOA No. 13-1-112.06) 4. Statement letter 6f complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. (Submitted under previous NOA No. -13--11.12.06). 5. Laboratory co iance etters prepared by Fenestration Testing Laboratory, Inc., for following Test R orts No.'s: 1. FTL-5390, �dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0613.07); 11. FTL-4154, dated 03/24/04, FTL-4155, dated 03/30/04 and FTL-4166, dated 03/31/04, all signed and sealed by Edmundo Largaespada, P. E. (Submitted i inder NOA No. 04-0608.03) 6. Proposals issued y Product Control: 1. No. 07-242(, dated 05/08/07, signed by Ishaq Chanda, P. E. (Submitted qnder NOA No. 08-0613.07) 11. Dated 07/18106 signed by Jaime D. Gascon, P. E. qp (Submitted �nder NOA No. 08-0613.07) III. Dated 12/03/03, signed by Jaime D. Gascon, P. E. (Submitted nder NOA No. 04-0608.03) G. OTHERS 1. Notice of Accepance No. 13-1112.06, issued to R.C. Aluminum Industries, Inc. for their Series " 145 Outswing Aluminum Entrance Door w/ wo transom and 99 sidelitc 1�11 , approved on 12/26/13 and expiring on 08/19/19. 3. EVIDENCE SUBMITTED PREVIOUSLY A. DRAWINGS 1. Drawing No. W 4-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 05/09/04 with revision "L" dated 03/16/18, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS � 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al—Farooq Corporation, dated 02/12/18 and revised 03/21/18, signed and sealed by Javad Ahmad, P. E. L'I L 14 Ishah 1. Chanda, P. E. Product Control Unit Supervisor NOA No. 18-0517.06 Expiration Date: August 19,2024 Approval Date: March 21,2019 E-3 RC Home Showcase, Inc. NOTICE OF A�CCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURAN�i E I 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFI�ATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifolg Ult4clear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/01/19. F. STATEMENTS I 1. Statement letter of conformance to FBC 6th Edition (2017) and no financial interests, issued by Al—Far:)oq Corporation, dated 02/12/18, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revis I 's NOA #15-1007.02, expiring on 08/19/19. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.1.)", sheets I through 10 of 16, dated 05/09/04 with revision "L" dated 03/16/18, prepared by Al— Farooq Corporat on, signed and sealed by Javad Ahmad, P. E. B. TESTS I None. C. CALCULATIONS (submitted under file #18-0213.02) 1. None. D. QUALITY ASSURAN CE I . Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTI�CATIONS I 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosffol@ Ulti-aclear, Clear and Color PVE Glass Interlayers", expiring on 07/08/19. F. STATEMENTS (submitted under Me #18-0213.02) 1. Statement letter of conformance to FBC * 61 Edition (2017) & no financial interests, issued by AA11—Farooq Corp., dated 02/12/18, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA rene s NOA #18-0213.02, expiring on 08/19/24. 2. RER e-mai orrespondence dated March 06, 2019 and Manufacturer's acknowledge en�t of future verification test with added glazing dated March 08, 2019. 1 � - L I, — --I,. — Ishah i. Chanda, P. E. Product Control Unit Supervisor NOA No. 18-0517.06 Expiration Date: August 19, 2024 Approval Date: March 21, 2019 E-4 4 1/2- MAX. 10 o 111�1 S. I.,.. it-01TIFRAME HEIGHT - 14.5625" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.625" D.L.C. WIDTH (XX DOORS) (FRAME WIDTH - 24.0-)/2 SURFACE APPLIED SERIES RD4 FALSE MUNnNS ALUMINUM OUTSWING ENTRANCE DOOR MAY BE USED SNGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. S;NGLE (DIX) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ISTY OR 20Y WOOD SUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL. BE CORROSION RESISTANT. SPACED AS SHOWN ON DETALS AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESICN'OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL HEAD/SILL ANCHORS AT STILE ENDS AT 2-1/2' D.C. (6) FOR INSTALLATIONS INTO OD/CONC. 39 3/8- MAX. (3) FOR INSTALLATIONS INTO METAL STRUCTURES 75 3/8- MAX. FRAME WIDTH E WIDTH 4 1/2" MAX. HEAD/SILL CORNERS If !E S2 LOCKS SEE SHEET 4 F R LOCKS — SEE SHEET 4 1 1 1 rDESCRIPTION FOR-\ DESCRi ON Z�7 . I I It! INACM A SURFACE AP LIED FALSE MUNTINS 9A. z MAY BE USED z 25 3/4- 8 D.L. OPG. 35 3/4' MAX. 72" MAX. LEAF WIDTH DOOR OPNG. WIDTH ,RODUCrREN W (xx) Boidift Code Acceptu. No I V.CI7. 06 MAXIMUM DESIGN LOAD RATING + 80.0 PSF Expiration (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF 4.1b M118ali �Dld. Central EGRESS REQUIREMENTS TO BE REVIEWED BY BLDG. OFFICIAL THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPA9 I SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED 2s complying with the Florida Building Code .-No. 18-0213.02 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIVI E1300-09 (3 SEC. GUSTS) Expiration Daje�011111 912019 sy AND FLORIDA BUILDING COMMISSION MiamI7 Product Control I DECLARATORY STATEMENT DCA05-DEC-219 Do Z IL m 0 0 23 CY wo It 0 0 IL a -C ca tj = 0 n U, 0"'! En C4 to to E R 0 Z U_ E .2 J % 2018 STATE OF W04-37 t tl S. IN p FIE ' . 8 S � p p p 0 0 Q 0 0 0 0 0 0 a 0 b 0 0 b b 0 b b b b b b b b b b b b j., . . . . . . . . . . . . E p 9 p p p p 9 P . P 9 p p p p 9 9 p 9 p p . p 0 0 IT101010 , 0 0 0 0 , 0 0 010 0 0 010 0 0 0 0 0 6 z_ .a X pp :E = u 3 1/2" MAX JAMB CORNERS 5' 0 Ln 8, a ipl& 0 6 jj 2P > MzC 4 gC3 oz. 0300 WOO 97 5/8" 8 3 1 /1 6' MAX IJ 36" rT �?-'l 2- FIB C T 0 9, 5: MC \0 0 -91 0 z x p x F r C 0 0 .Ozo.! IN �EMN 97 5/8" MAX. )R FRAME HEIGHT 83 1/16- MAX' D.L. OPG. n- ly /I ----- rr 1`1 ---- NZ 47 . IN- I r 'I .0 �7 3 1/2- CORNERS S. fdate: M—A lfl revisions; N no date v escription 0 9. 1 03.17.16 REV. PER R COI64 ON EV. PER RER 7 04.1 Be! 6 N 02J3.1a NO CHANGE THIS S L 03.16.1a NO CR"E THIS 5 MENTS N i HEET 32_ 1/2- 36' R045 ALUM ENTRANCE DOOR RIC Home Showcase, Inc. 16115 NW 52nd Ave. Miami. FL. 33014 12-6214 FAX. (305) 2 HEIGHT AL-FARGOQ CORPOMTITONI[a FINIGINEEIRS & PRODUCT . . 9360 SUNSET DRIVE, SUffE 220 MIAMI, FLORIDA 33173 (C-4 . N. 3638) TEL (305) 264-8100 FAX (305)282-6978 (4 DESIGN LOAD CAFACrrT - FSF SIDELITES SIDELrrE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE AV & B. EXT.(+)/INT.(-) 36-1/4 38-5/8 41-1/4 43-1/4 81-5/8 80.0 75.1 70.3 67.1 36-1/4 38-5/8 !I -1�4 85-5/8 80.0 75.1 70.3 3i _,/, .1-5/8 80.0 36-1A 97-5/8 80.0 2 1/4- MAX. 2 1/2- 2 1/2' 7(� ... 32 -/1. !E SURFACE APPLIED FALSE MUNTINIS-/ MAY BE USED D.L. OPG. (0) 2 D,LO, DIMS. (sinEurE Iff HEIGHT SIDELITE HEIGHT - 6.0' D.LO. WIDTH SIDELITE WIDTH - 3 . 375" HEAD/SILL ANCHORS AT AT (6) FOR INSTALLKIIONS INTO 1 (3) FOR INSTALLAnONS INTO MEIAL SIDEUTE WIDTH MAX. SEE CHART AT LEFT 2 1/4- MAX. HEAD/SILL CORNERS 2 1/2- 2 1/2- 75 3/8" MAX 4 J- ' A— B 25 11/16" 25 11/16- D.L. OPG. D.L. OPG. 72' MAX. PRODUCT RENZwED m c0millyin %ith the mr;&, IlLiding.0 d A pt. E-Pintion DI,__jtjgj7a 0 kt, I , L�, — 7q Kant! Nde - roduel Control NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75-3/8" MAX. DOOR FRAME HEIGHT = 97-5/8-) FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. (OXXO) PRODUCT REVISED as complying with the Florida I3uIldln9 Code .OA-No. 18-0213.02 Expiration Date 08/19/2019 M 4fttj z pa 0 o 0 d a 0 0 tw'p 13 0 1 Or 0 ca i In Ez� 1, z Z .02 505 j zM Lu 0, E 0 s 0 -,I-- 'C' o E z 0 3: Lo A E ! z M 0 10001%14. �i STAN i no. draw ng W04-37 LOCK OPTIONS SINGLE DOORS: OPTION 41 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT RANDLE AT 36' FROM BOTTOM AND DEW SOLT LOCKSET AT 32' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION 412: 3 POINT LOCK SYSTEM BY 'HOPPE- WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS: OPTION #1, ACTIVE LEAR 3 POINT LOCK SYSTEM BY 'AMESBURY WITH SURFACE MOUNT HANDLE AT 36* FROM BOTTOM AND DEAD BOLT LOCKSEr AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INA= LEA 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36' FROM BoTrom OP11ON 02 ACTIVE LEAR 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACJr4E L 2 POINT LOCK M70A BY 'HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36* FROM sorrom I LIL L Im M7-- 5/32- TEMP. GLASS z 1/8' HEAT STREN-D. GLASS 4' AIR SPA E 1/4' AIR SPACE C .090n InterIcyar 090' 'nt' Trosifol PVB �n"'fo' P STREN ' 1/8- HEAT STREN-D. GLASS H EAT ,JE "ku W z L 1. By 'kuraray America. Inc! .090' Itflayer ...0 Into". y 00 �tj S Tru.ifol PV9 Tm..'.' P- 'kurcray IL 1/8* HEAT STREN'D. CLASS r. 'y . y America. Inc.' By r A: SILICONE I /.. H _T 1/8' HEAT STREWO. CLASS 0 tgm 2! DOWSIL 795 DOWSIL 995 D SILICONE DOWSII L 795 O_M 0 DOWSL 995 0 U) 0 GLAZING DEFAIL AT \117Ix" A DOOR LEAF F F 0 0 2� t.- 6 M4 (nD 0 GLAZING DErAIL AT A n SIDELITE S11 a) E C, Z L, M20 20 Ln GLASS TYPE 'A GLASS TYPE I E nfi I i i I GLALZING OPTION PR0DVCrRENLW= &s00mP1YInwItb4heFJWW Beilding Code Acceptance Na,_Lff-a -t7- 0 Expiration ,,de__jLL,,U 7 ,6zq Mbwi Dade Weduct contral PRODUCT REVISED as COME, Ing with the Florida Bulldlng%ade NOA-No. 18-0213.02 Expiration Date 08/19/2019 592 MAR 2 1 2ft % STATE OF W04-37 c TYPICAL ANCHORS L-N I L_JI 0 vi rF2') /111� TYPICAL ANCHORS SEE ELEVATIONS OR SPACING 1BY WOOD SUCK E ED � DGE DIS 7 T. fSEE SHEET 1) 4 3 Sl CONC.*. 4 KNP2_14+� I KI—TYPICAL ANCHORS EDGE DI SEE ELEV. FOR SPACING LrL=,, R 211Y W�WEIUCK C', WO STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FOR SPACING .rURE 1ELOW1 - - - - - - - - - - - - - - - - - - - M-L-AM-[--D-A-DE--C-OU-N-TY--APPROVED 1! z 0 CUPPED MULUON SEE SEPARAINDA I ..... ........ I 00 0 t URI fix, 0 :" ur A (y .0 r" 2 . 0 IL 0 TYPI ncm" SEE ELEVATIONS tj z FOR SP=NG Ul a z me W al WOOD BUCKS AND MErAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' OIL KWIK-CON ff ELY 'HILTI' (F-138 KSI. Fy-137 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENErRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1 /9 DIA. TEKS OR SEI F-DRILLING -SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR PRODUCTRENEWED INTO METAL STRUCTURES (HEAD/JAMBS) as complying with the )Uri& (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Bulding Code A —plena N 01 -Ilb,*I OS'f7 '64 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) le L Expi,stion Dv�& M. STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) -,.I, Lt��CL� , _.� (STEEL IN CONTACT WITH ALUMINUM TO 13E PLATED OR PAINTED) W,uni Dud, CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOULOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f*m 2000 PSI MIN. SEAIANTS PRODUCT REVISED ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND as complying with the Florida Building Code HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH NOA-No. 18-0213.02 WHITE/ALUM COLORED SILICONE. Expiration Date qj!/1 9/2019 IDOOR DETA71LS By :rnod..t Control 0 0 0 -('n-- A R, 9 C E 0 Z I, E U) a. M592 2018 STATE OF drawing no. W04-37 9 x �s W eg r IM 00 D Rg, -1 co 9 -MC n W -M W IN3 4S 10 a [d.t.: 05-09-04 0 2 ZE 5- L4 ,J P F.hk. b, no a e escri D ion 1 03.17.16 REV. PER RER COMMENTS J 04.111,16 NO CHANGE THIS SHEET K 02.13.18 NO C L D3.16.18 NO CHANGE THIS SHEEr SERIES RD45 ALUM ENTRANCE DOOR [RC Home Showcase, Inc. am 12 NW 52nd Ave. M L- 33014 I I - TEL. (.'D 3!32-6214 FAX. (305) 2 0 816 .R0 EDGE DIST. III qN 29 29Y WOOD B OR WOOD RUCTURE 0 AL-FAROOQ CORPGRATIoNiia ENGINEERS & PRODUCT DEVELOPMENT 936D SUNSET DRIVE, SUrrE 220 11 f MIAMI, FLORIDA 33173 (".N. 3538) TEL (3D5) 264-8100 FAK (30151262-6970 lk C 0 -Z"0 X I X z W 0 W 0 Pow ;01 N I giii 0 p .go 0 co 6 irul 0 " Q M W 0 a 0 M .19 R. 05. "i F.;�, br. ExlrERIOR 0 W 49 > g: & a 2. ap no oe v escn on 1 03.17.IS REV. PER RER commom i 04.1B.161 I NO CHANCE WS SH 7 E' K 02.13.101 1 NO CHANGE THIS SHEET L 03.16.181 1 REV. PER RER COMMDO SERIES RD45 _ALUM_ ENTRANCE DOOR RC Home Showcase, Inc. 16115 NW 52nd Ave. Miomi, FL. 33014 TEL (305) 392-6214 FAX. (305) 2 13 Ma. Mill 1/2" MAX. TH-Im EXT. m ZRI i 0 1/2' MAX. SHIM EXT, 000 , Y 10 :0 0 1/4" MAX. SHIM M a j 'l, 0 z up z .o AL-FAROOQ CORPORA-nON a ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRFVE, SUITE 220 MIAMI, FLORIDA 331.73 f (C-4-N. 3538) TEL (305) 26443100 FAX(305)262.-6970 Mo. D.L. OPG. /A EXTERIOR 'A 80 M EDGE DIST. 0. O� 13 - --------- txj TIT Yo. DI I 3E DIST. 0 0 to 5 -a im 0 W 111, n 0 i 0 0 Mo to (revisions: no date bV gescriDtion 0 1 D3.17.i 0 RE, PER RER COMMENTS J D4.IB.iB ND CHANCE THIS SHEET K DZI3.18 NO CHANCE THIS SHEET L 03.10.1i REV. PER RER COMMEIM 4 EDGE DIST. . . . . . . . . . . . . bd I 0 0 1/2- hm' SHIM MR 0. 0 2 12' MAX. —SHIM 00 MEN 0 W M M. 12 1/4- MAX SHIM EXT. Wor M r- i 1 m:8- 2 -r7 z ?Z' .00 IES RD45 UM ENTRANCE DOOR (1-1�1) AL-FAROOQ CORPORATION R Home Showcase, Inc. E GINEERS & PRODUCT DEVELOPMENT 9N360 SUNSET DRIVE, SLIFTE 220 18115 NW 52nd Ave. MLAMI, FLORIDA 332.73 (C-4.N. 3538) Miami, FL 33014 TEL (305) 26"100 FAX (305) 262-6978 3 r.5 P-ANI \ YMA-77— -3.750 4.000 125- F.100 .090 2.125 F f 3.000 1.625 .125 .938 2.121 l.1�13 -7 '00 L Lj L OB� 00" .687 Ix - 1.988 w\4 - IL�.572 Ix 2.610 tN\4 Sx - 0.873 w\3 SIDELITE HEAD/SILL Sx 1.363 IN\.3 SIDELTE JAMB nEl 1 TRANSOM JAMB nEl DOOR HEAD (El� TRANSOM HEAD/SILL 115- 1.4 70 4.000 2.1157 El LI.68;t .156 Ix - 2.262 E3) FRAME JAMB S- m 1.024 (E4) TOP RAIL 1.875 18 7 1.375 75 070 I tL3.750 nE2 FRAME SILL -3.570 i - i .542 447 T_ T 100 .156 HINGE STILE INACTIVE LOCK STILE 1.750 1 0- j �__4.125 ------- )) ACTIVE LEALF LOCK SnLE ANCHOR CLIP I (ES) BOTTOM RAIL 1.688 -7 1.25 06+2j FL 0 L-02.025 SNAP COVER 1.246, . 875 GLAZING BEAD (LAM. INSUL. GLASS) 552 1,24B GLAZING BEAD (LAM. GLASS) .860 L06'2 1..995 nEl 9 INTERIOR SNAP COVER nsm 0 NUMBER FEQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El RD45-023 1 FRAME HEAD 6005-T5 - E2 RD45-024 I FRAME SILL 6063-T6 - E3 RM-022 2 FRAME JAMB 6063-T6 - E4 RD45-DD4 l/LEkF TOP RAIL 6063-76 E5 R045-021 I/ LEAF BOTIOM-RAIL 6063-T6 - ES R045-006 2/ LEAF HINGE STILE/INACTIVE LEAF LOCK STILE 6005-T5 - E7 RD45�002 2 VERTICAL JAMB STOP 6063-76 - EB RD45-010 AS REQD. GLAZING BEAD (LAM. INSUL GLASS) 6063-115 - E9 RD45-007 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - E10 RD45-017A AS REDD. LOCK STILE LEAF 6005-T5 - Ell RD45-014 AS REDD. -ACTIVE SIDEUTE HEAD/SILL, TRANSOM JAMB 6005-Ts - E12 RD45-015 AS REDD. JAMB AT SIDE LITE. HEAD/SIUL AT TRANSOM 6063-T6 - E13 RD45-016 AS REQD. SNAP COVER E19 RD45-029 AS REOD. INTERIOR SNAP E20 RD45-030 AS REQD. -COVER ANCHOR CUP. 8' LONG 6063-T6 ml RD45-MOI 4/ LEAF HINGE ASSEMBLY 6005-T5 M3 RD45-MO3 AS REDD. FLUSH BOLT AT 3 POINT LOCK M4 - _ AS REQD. XL EDGE SPACER FOR INSUL GLASS ST/ST CARDINAL -M14- -W3l384NK-,-AS-REQD. -WENTHERSTRIPPING M20 - 1/2' x 3/16' x 4' SETUNG BLOCK (LAM. CLASS) 3/4' . 3/16' x 4' SETTING BLOCK (INSUL LAM. GLASS) NEOPRENE 6' FROM EACH END LOWE, DUROMETER 95:1:5 SHORE A M21 - ; S 1/2" x 3/40 x 4 ETTING BLOCK. NEOPRENE 6' FROM EACH END & MIDSTAN LOWE OURCMETER 05+5 SHORE A M24 RD45-M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005-175 M25 W3142INK AS REDD. WEARHERSTRIPP[NG - vi Q37ST270 DOOR WSTRIPPING FOAM Q-LON V2 V-059 OFFSEr BULB VINYL WSTP. Pvc V-009 BULB W-STRIPPING, DUROMETER 75±5 SHORE A PVC WIBORG. WV-3289 VS V-065 PEROXIDE THREkD-IN FINGER TREMCO IV4 S2 REDD. 3/8-16 X 2' LG. FULL THREAD HX.HD.. I PER CONER S3 4/ HINGE 31 PHIL F.H. MACHINE SCR HINGE INSTALLATION SCREWS S6 AS REQD. SMS. ASSEMBLY FASTENERS SEE SHEET 4 FOR LOCKS OPTIMNS AND DESCRIFIION PRODUCTRENEWLro " cooplying with the Fluff& Holding Code Amplance Nqj&,a51'70(. Expinnia. Dtq_,4Lu14 B, hf, k C.� z 0 10L OR Ogg a Lu 0 0 0 z :113 U) 0 0 0 q j in C'I ro 0 E C, 0 Z L 3: Lo E NOA-No. PRODUCT REVISED 29 yln!g with the Florida 13.=1C ate 8/19/2019 .06 .. 18-0213.02 No. 70592 Ll Expiration D MA&,2 1 2019' -'5 By xm OF rd,.--ing no. W04-37 .625__� Product Control VERT. JAMB STOP m1a`7 //111YAL% Fsheet -9of 1 C P. :Wl� ho) I WM 00 i�- (d.t.! 05-09-04 0 TARIQ u '4 9 F.h� by�- A r co 0 C' 0 W z rrl ;Cl no a e escn otion I 03J7.16 M. FR R' COMFM� J 04.18.16 W03.16.18 W M NO CHANGE THIS S EEI rMll K 02.13.11B NO CKkNGE THO S EET H L .. M M. MIN SERIES RD45 AWM ENTRANCE DOOR RC Home Showcase, Inc. 1 � 115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 2 AL-FAROOQ CgLPOR ITON la ENGINEERS & PRODU EL.'tT. 9360 SUNSIET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C-4.N. 3538) TEL (305) 264-8100 FAX (305) 262-6979