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WS-18-3009Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-18-3009 Permit ►VR Number: 100252 'D L Permit Type: Windows/Shutters 1,Work.Classiftcetion:WindowIDoor Replacement Permit Status: Approved Issue Date:10/16/2018 I Expiration: 04/01/2019 Parcel Number 74 NE 111TH ST, Miami Shores, FL 33161 1121360040070 Contacts JAYSON BABEL Owner SOUTH FLORIDA RESTORATION INC Contractor 74 NE 111 ST, MIAMI SHORES, 33161 DAVID ANTHONY IANNACONE Home: 9546739397 675 NW 116 ST, MIAMI, FL 33158 Business: 3056519660 Description: IMPACT WINDOWS AND DOORS INSTALLATION 14 Valuation: $ 15,906.00 Inspection Requests: WINDOWS AND 1 DOOR 305-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $3.20 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $284.30 Payments Date Paid Amt Paid Total Fees $284.30 Credit Card 10/16/2018 $284.30 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatM construction and zWing. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signa{ure: Owner / Applicant / Contractor / Agent Date October 16, 2018 Page 2 of 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PE IT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED OCT 0 2 2018 C', QL ( -�-/ FBC 20 P:1 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS IAD AP1f1DC«. I L1 0 T__ I I I i 11+ City: Miami Shores //�� /, County: Miami Dade Zip: 33 1 � I Folio/Parcel#: L I - -' O 0 q` d 0 7 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: y� Flood Zone: BFE: FFE: c] OWNER: Name (Fee Simple Titleholder): Ta V ,��%� Y • l�Gl �e I Phone#: � LI G-+3'95 Address: 1 '1 P ,,it/ 5ol City: MIA e6 State: �L Zip: 33 I& Tenant/Lessee Name: Phone#: Email: CxA60 l 7�)0410P-A ccmdltt� 6n/Y) CONTRACTOR: Company Name: �XX�`Ff 1 �I� 1�9157U lyi 4)02 Phone#: Address: 1', -/JT 00j I Ito 6t City: Ia nu State: 7-14- Zip: a Qualifier Name: Qnt1aQ) Q Phone#:IL State Certification or Registration #: C G tt��C 0 5 9L1 q5 Certificate of Competency #: ,3e �1 DESIGNER: Arch ituect'``/Engineeer: 'rU Phone#: bJr `/3'J' l V Address: D i I1 10 I City: 60IIn 144Se State: �L Zip: 3b3A_1 Value of Work for this Permit: Type of Work: ❑ Addition of Work: 6)G Square/Linear Footage of Work: ❑ Alteration ❑ New P Repair/Replace ❑ 14 i. f n.l rY,0 4 O n11 AM-4, ,w�11 "'dn Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ G y Ponding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State US Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be gpp=w4 and a reinspection fee will be charged. Signature ER or AGENT The foregoing instrument was acknowledged before me this d- day of %e-r 20 1y Yby who is personally known to me or ho has prod d n= Qav & LL(9041.,- as identification and who did take an oath. NOTARY PUBLIC: Sign: _ _ Print: Seal: :F`;: NILDA LOPEZ MY COMMISSION k GG06M3 yZ11 EXPIRES .,,, � Docamber 20, 2020 ************************* APPROVED BY Signature -r-"c (e CONTRACTOR The foregoing instrument was acknowledged before me this _ I day of CGtOWY 20 d by W(A -±�n CI LGY C who i ersonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si._ Print: Seal: `'NILDA LOPEZ MY COMMISSION 0 GG056663 EXPIRES December 20, 2020 ( 107 ' Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk 10/2/2018 Property Search Application - Miami -Dade County F F I C E � . ��, u a '� F T H fi s„ �, . u� >' s �, '�';:i=. env„ R Summary Report Property Information Folio: 11-2136-004-0070 Property Address: 74 NE 111 ST Miami Shores, FL 33161-7047 Owner JAYSON P BABEL Mailing Address 74 NE 111 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 0800 SG FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 2,279 Sq.Ft Living Area 1,503 Sq.Ft Adjusted Area 1,897 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 11942 Assessment Information Year ......_...__... 2018 2017 2016 Land Value $230,638 $230,638 $198,007 Building Value $132,031 $132,031 $132,031 XF Value $2,491 $2,526 $2,561 Market Value $365,160 $365,195 $332,599 Assessed Value $234,563 $229,739; $225,014 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $130,597 $135,456 $107,585 Homestead Exemption $25,000 Second Homestead ------------------ Exemption $25,000 nCounty,School Note: Not all benefits are applicable to all Taxable Values (i. Board, City, Regional). Short Legal Description 36 52 41 COLLEGE HEIGHTS PB 42-8 .......... LOT 7 BLK 1 LOT SIZE 75.000 X 123 OR 17416-2106 1096 1 Generated On : 10/2/2018 Taxable Value Information 20181 2017 2016 ..� - __._ ._ County Exemption Value $50,000 $50,606 $50,000 Taxable Value $184,563 $179,739 $175,014 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $209,563 $204,739 $200,014 City Exemption Value $50,000 1 $50,000 $50,000 Taxable Value It184,563 $179,739 $175,014 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $184,563 $179,739 $175,014 Sales Information Previous OR Sale Price Book- Qualification Description Page 07/03/2018 $430,000 31068- Qual by exam of deed 3760 12/01/2003 $0 21943- Sales which are disqualified as a result of 1204 examination of the deed 12/01/2003 $250,000 21943- Sales which are qualified 1203 02/01/2003 $0 21529- Sales which are disqualified as a result of 4717 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding;) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow Qualifier t: -f l Date Print Name 10 MIAMI•DADE I MIAM -DADE COUNTY PRODUCT CONTROL SECTION - - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: 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 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 tke right to have this product or material tested for quality assurance purposes. If this prdduct•Qr mat;;M fails to•..... perform in the accepted manner, the manufacturer will incur the expense of such testing*and tUt•AIV may • • immediately revoke, modify, or suspend the use of such product or material within tJe;*jurisdict2dii. RER* • • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade CQu{lty Produc Control:.... Section that this product or material fails to meet the requirements of the applicable%li"ifig codt. • • • This product is approved as described herein, and has been designed to comply witlip, the Florida I u ilding . ; • Code, including the High Velocity Hurricane Zone. • • • • .. • • DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window—L.M.I. •: • APPROVAL DOCUMMNT: Drawing No. W09-20, titled "Eco-Guard Series-3OaAlum FixejWQ;,' • (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, pmpared by Ai,Farooq •; Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation- was reviewed by Sifang Zhao, P.E. ,y NOA No. 17-1102.20 �• �' �� %� Expiration Date: June 17, 2019 4 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 202-9� . • • : 0.9 •' ...... along with installation diagram of a 97 1/4" wide x 96 1/8" high reo-truard ttft 300 • • aluminum double fixed window, prepared by Hurricane Engineer TestinInc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and seeled by Caiaajao F. ; • • • • Font, P.E. (Submitted under NOA#09-0413.08) • .... .... ..... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2V V4•: ; • • • • • •: • •' 2) Cyclic Wind Pressure Loading per FBC, TAX ;,0,3� 94 "'•;• along with installation diagram of a 97 1/4" wide x 96 1/8" higl Edo;Guard series 30C • •� • aluminum double fixed window, prepared by Hurricane EngingeriU & Teeing Inc., . • Test Report No. HETI-08-2192B, dated 01/15/09, signed and se led'by C;t t jdq F. : • 0 •': Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test ReportNo.11ETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. BETI-08-2193B, dated 01115109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. 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 installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Sif na g 7hao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1 /4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl36ng�vjth FAV W ...... Edition (2017), dated 10/13/17, prepared by Al--Farooq CorporaD r�.-signedwda •; 9990 sealed by Javad Ahmad, P.E. • • •; 6 • ""' • 2. Glazing complies with ASTM E1300-09 • •.. • • • .... .... ..... D. QUALITY ASSURANCE • • • • • 1. Miami -Dade Department of Regulatory and Economic ResourgeA.R) �' ""• • ...... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AMerfca, Ivie •$Zr then • •: "TrosifoW Ultraclear, Clear and Color PVB Interlayers" dated 01/19/fl, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.Y., approved on 09/03/15 and expiring on 06/17/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 1.608 � 2.688 .062� .500 69 1.81.3 875 �1.000 2.611 7,062tAl 0 FLUSH FRAME ADAPTER f= --- 2.750 0 FRAME HEAD/SILL/JAMB 1 — -=j .7M.80-50 .8T133 .050 I�- 0 GLAZING BEAD 1.070 375 7oos—� 1 0 ANCHOR COVER L S OP DRAWING / SUBMITTAL REVIEW APPROVED ❑ APPROVED WITH CHANGES NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED: SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB SITES FOR TOLERANCES, CLEARANCES, QUANTITIES. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADESAND FULLCOMPLIANCE WITH CONTRACTDOCUMENTS. C� BY: SEP 2 5 2018 DATE: CSpace Architecture and Design Inc. ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW - DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y 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 2014/2017 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. FALSI (SURFACI I1rIlR T 11TtRil SDI MUNTINS APPUED) O.L. OPG. A OPTIONAL H. .I I, II II 4 II II II If if II II I! II If � N if II 8 II II II tl it II li II 11 II If II I I 11 II tl II EI II II II fl 3 6" MAX. 12" MAX. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. nrru/ JILL Menu/ -DILL CORNERS GLA25 Q,J_.0. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.Q. WIDTH = WINDOW WIDTH — 3.625" PR0g7CJf TREVISED �s cor3plyin{; wiC%! the Florid, Cui]d4 jg Crdc — Expirvtia's Daie _rL By MivY,i a • ••• ••• Z j O Z M z � Q W � N d � i C4 U N xo 0 U) m p`O'-M o p H< a 1%9z0 R a W N..: O 4` 0Z .2 . Qzr M.zM u. tp 1'�� 2 1'2 o m o g of O m Iri r; c -1I11lIp M R .7 2 o a e O V L Y TEOF °�kkpp�� drawing no. R1oP.•• �® W09-20 ON�� \` sheet 1 of 5 , 0 U 0 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS w I .090" Interlayer .090" Interlayer Tros;fol PVB SentryGlas Z m 3 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 q N lu 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 2 N a as �"0060 0 SILICONE SILICONE 0 Jry ( v DOW CORNING 899 DOW CORNING 899 C. N GE SCS 2000 GE SCS 2000 C z m Z m 0 �ir�nhIn 0 m O 0' Ir X 0 Z" ii 1i 5 rn ii 5 0 110 a� i; !j AT 1/4 POINTS �E .j AT 1/4 POINTS 0 °� H C it li B ON LITES WIDER ii ,I 8 ON LITES WIDER Z [v THAN 36' ONLY THAN 36" ONLY a m N my o 01 J • #8 X 1-1/4" SMS T�7#8 X 1-1/4" SMS • AT 3-1/2" FROM ENDS AT 3-1/2" FROM ENDS • •,.� • AND 10" O.C. MAX. AND 10" O.C. MAX. • U • • • • GLASS TYPE 'C' GLASS TYPE 'D' ' " J **eel • a� •• •m GLAZING OPTIONS W o M • ----�{ W • • N•••LC • w LC .. . o L 3� [n 0 O10 - a0 f w. WIDTH to Z_ � o WINDOW WIDTH WINDOW WIDTH �� ¢ Z �j r---i-----� r 3 �;i!/ 0 oa M J v I ( O W CO M cs % w z % w I I 30 % NOTE: J �% J I %i I Q �i Z WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 3 I I 3 I I 3 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. z L J o,�� WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH r "��ii, N 6 N ffi o s o 0 L W o 0 0 U I I Lyi (L .c a a Z I I Z I Z W. WIDTH NOTE: _ „ o L J �"j GLASS CAPACITIES ON THIS SHEET ARE 2 o ^' BASED ON ASTM E1300-09 (3 SEC, GUSTS). I c a m o a w WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I ti 1 I L l I 1 0 ��•••-oCEN •°.� N I O /. Z Z ,. 0 jji fV 3 3 L rr:�OD t�;VsSisl� _ m 35 +:Ci::'t17! J'i['.G ti�liJa 3:�st `tt,'F �U.i3 v v` iui?drag rc!ie�f o ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 4z : AT@OF drawing no. FxPit tioa� I3a�c. lam! s® • ��. 9 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE A5 �i eO�ID�;.•'• SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. v 5��_lo ��® •" ��1�\�� W09-2� 1%.Ziatu D;Ae. P, 'iC7, �„ ;fkti0s �i�� ®NX sheet 2 of 5 DESIGN LOAD CAPACITY -PSF 14D�i'D01P DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 3NT.(--) EXT.(+) 1NT.(-) 24" 30" 36" 42' 48" 54` 60" ss` 72" 36„ 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 9d.0 75.0 80.0 80.0 9a.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 7s.o so.o so.o 9a.o 75.0 80.0 80.0 90.0 24" 30' 36" 42` 48" 54` 60" 66' 72" 4B" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 9a.0 24" 30' 3S' 42" 48' 54" so" 68" 72" �" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 9a,0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 7s.o sQ.o 80.0 9o.D 66.8 71.3 80.0 90.0 so.z s4.2 so.o so.a 60.2 64.2 80.0 90.d 60.2 s4.2 so.o sa.o 24" 30" 36" 42" 4$" 54" 60" 72" 75.0 a0.0 80.0 90,0 75.Q 80.0 80,0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 66.8 71.3 80.0 9a.0 50.2 64,2 80.0 90.0 24" 30" 3fi" az" 48" 54" 75.0 80.0 80.0 90.d 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.d 70.0 7o.a so.a so.o ss.6 65.s 80.o so.0 fi4.3 64.3 80,Q so.a 24" 30' 3fi" 42" 48" 96' 7s.o ao.a so.o so.o 7s.o so.a aD.o 90.0 75.0 76.2 BD.O 90,0 64.6 64.6 80.0 90.0 59.9 59.9 80.0 90.0 24` 30' 36" 42' 106' 75.0 80.0 80,0 90.0 75.o sa.o ea.o so.o 74.5 74.5 80.0 90.0 61.5 61.5 80.0 90.0 24" 30' 36" 120' 75.0 80.0 80.0 90.0 75.Q $Q.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY -PSF 1PWDOlY DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W} LENGTH (L) EXT.(+) 1 NT.(--) EXT.(+) 1 NT.(-) 26-1 /2" 37" 53-1/8" 74" 26" 75.0 80.0 80.0 90.0 75.0 80.0 80,d 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80,d 90.0 26-1/2" 37" 53-1 /8" 74" 38-3/8" 75.0 80.0 8d.0 90.0 75.0 80.0 8a.0 90.0 75.0 80.0 80.0 90.0 75.a ao.o so.o so.o 2s-1/2" 37" 53-1/8" 74" 50-5/8" 7s.o so.o ed.o so.o 75.0 80.0 80.0 90.0 71.3 76.0 80.0 90.0 79.3 73.1 80.0 90.0 26-1 /2" 37" 53-1 /8" 63' 75.0 80.0 80.0 90.0 75.0 80.0 8d.0 90.0 • 67.9 72.5 B0.0 90.0 • 26-1/2" 37" 53-1/8" 76' 75.0 80.0 80.0 90.Q • 75.a 80.0 Sa.O 90.0 fi7.9 69.9 80.0 90.0 a a .4 ` n . TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 OOD BUCK �� v STRUCTURE SEE ELEV. FOR SPACING OR /A N E E DIST: MIAMI—DADE COUNTY APPROVED WOOD ST TtJRE ■Y MULLION & MULLION ANCHORS o ° d'.' EDGE SEE SEPARATE NOA EDGE O n DIST. EDGE DIST. �0 a X °a �tb IS V) \ \ \ vo Id 3 0 p1,0Q 8 TYPICAL ANCHORS TYPICAL ANCHORS 0 °� b SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Z 0 N a�5" o LL z ..f°.. . WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. X a I a 4"0 �T•YPICAL ANCHORS jv v , o tEE ELEV. FOR SPACING i BY I TYPICAL ANCHORS °WOOD BUCK SEE R". EDGE DIST. EDGE DIST. FOR SPACING • ZM W • • UJI M TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••. • t/4"_ DIA. ULTRACON BY `ELCO' (Fu=177 KSI, Fy=155 KSI) • • • '�'` •04 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •„ U ••••s 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB51 J O • • • • • THRU 1 BY BUCKS INTO CONC. OR BLOCKS • • • 04 1-1/4- MIN. EMBED INTO CONCRETE (MEAD/SILL/JAMBS): •' " • M 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) U- DIRECTLY INTO CONCRETE OR BLOCKS •.. U) ; 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a I N _ 00 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 C;; c #14 SMS OR SELF DRILLING00 SCREWS (GRADE 2 CRS) a p 0� i' INTO MIAMI-DADE COUNTY APPROVED MULLIONS uj L Z w OR Z i INTO METAL STRUCTURES (MEAD/SILL/JAMBS) a y (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE W Lo Uj J ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) w STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2--1/2" MIN, INTO WOOD STRUCTURE = 1 " MIN. r r r N O O 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 f m = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. a, cL.9 , 1 trL vilh 14c. Florid✓ t �yl rs Miami Dade Product : onto? `0�61111ldd/��, 0GEz% d� sum � ^� ~ x= 0 ATE OF (sheet 3of 5 j ITEM # PART # REQD. DESCRIPTIDN MATERIAL MANF./S17PPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 AS REQD, GLAZING BEAD— 7/16- GLASS 6063—T6 — 3 FY303 AS REQD, ANCHOR COVER 6063—T5 — 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 15 FLO-50 1 GLASS SPACER — 1/8' HIGH SILICONE FRANK LOWE 6 110 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 8 — 1 2/ LITE I SETTING BLOCK I EPDM DUROMEfER 85±5 SHORE A MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS TYPICAL ANCHORS 5EE ELEV. 'OR SPACING mmu CIRCULAR WINDOWS CORNER DETAILS 1/4" MAX. 1/8" THK. ALUM STRAP WI JC TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE �lZLJ7,'LM�Y( �R SiC.'vik i£d.i iSzlr:ci Ole a. MITER CORNERS uO U ro W a N I a� � v 6 W M IL m o Ci �3Nti p►��M o Q ano A aa� w0LL 1 3 wa . •• �wcMiS.: ' N as j U. .. •4 �Lo ... � � • O • W. L In LJ .. } a. . o d �. M � � � N w O CDr`1 un 00 1 n Z 3 °' m 0 3z tf, 0 O 0 v W w 00 m i_u \`a`B41 `4 f 1 1 l I IAA` EN .7 2 Q. ATE OF •$� sheet 4of 5 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING X ALT. � v vyi D p v. v 'TYPICAL ANCHORS EDGE DIST. ,VSEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DARE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIMS ALT- MIrd TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS 'WITH FLUSH FRAME ADAPTER 0 0 0 N I rn z 3 0 / �. uM �4 z a a 0 0 W C14 CCc} U. v 0Nt- OzM o Ca�o 8 0 OLE a�Zo N • zM— •• W M 0 • ' N •... M do ••••ici 0000 •••• J to OD • go:•• •9) • • G ,7 7 Lj• • v �:I••••x LLJ • • Q ur6(b•• Q (0 cM 3: 1� N w 0 O � u� 0 00 z u, b co 3z 0 .J .� M p O � W J Lu W (0 : ,L Li Li 0 N z zS z 8 0 o Td a o Z Z Z n ,1,11iilClpp/// c ' •IEN'° J. �� •' r%� a M64 \ F 3:i �:i;:s �7i_vi*;; `6Jiw?'1Z8 I`EClil�� isu;i,ini C. � .7 `�•- e Expi-ation ?a.e 06 Z01.9 1 •�j�� • - u yhag ®� T'AT'E W � drawing no. ,Wfiami Y • • . W09-20 ® A�j111��\ sheet 5of 5 ///pN MIAMI•D1ADE MIAMI—DADE COUNTY, FLORIDA REW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Eco Window Systems, LLC 8502 NW 80' Street Medley, Fl. 33166 SCOPE: 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 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 prodtirt.(Z material fails to perform in the accepted manner, the- manufacturer will incur the expense of y ct-testing*a�nr4 the AM may immediately revoke, modify, or suspend the use of such product or material.�it jn thefr jt�2SdictioA..;• RER reserves the right to revoke this acceptance, if it is determined by Miami -Lade County Product Control Section that this product or material fails to meet the requirements of the app�iceble buikkas node.• • This product is approved as described herein, and has been designed to -comply Athh•the 171 t. da•Buildiftg; • • . Code, including -the High Velocity Hurricane Zone. ...... .. . ..... .. .. . .. ...... DESCRIPTION. Series "ECO-Guard Clipped" Alu-minum Tube Mullion-T..l". APPROVAL DOCUMENT: Drawing No. _M1441 Rev. A, Series titled "Aliimindm TtVu mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated ll/15/l1,.pre4ared Sy.Al-Farooq•••� Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Pft�J*Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state., s-enes, and following. statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has- been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises- NOA No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-1218.14 Expiration Bate: October 23, 201-9 Approval Date: February 22, 2018 �ro /1 t I 1� Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE. SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, 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 ;...% along with marked —up drawings and installation diagram :of •a clipped aluminum ; • mullion at fixed windows, prepared by Hurricane Engineerina,&.Testi2W.hic., Test.:. Report No. HETI--08-2192A, dated 01/15/09, signed and seale4by Candido F. Fopt, � �; P. E. .... .... . . .. .... ..... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS j..—.4 •�; • 2) Cychc Wind Pressure Loading per FBC, `.A%203-94 '..• ...... along with marked —up drawings and installation diagram ;(5f;a;clipped -aluminum •, mullion at a fixed window/ a single hung window, prepared e H �rricane.�iagineenn g •' & Testing, Inc., Test Reports No.'s HETI48-2192B ando HEIU48.216.6C, bp& e % dated 01/15/09, signed and sealed by Candido F. Font, P. E. • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20.1-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 :along with marked —up drawings and installation .diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and .structural analysis, -complying with FBC-2010 and FBC 51h E-dition (2014), prepared by Al—Farooq Corporation, dated 05/05114, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P. E. Prdduct Control Unit Supervisor NOA No. 174218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC Ste Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI--08-2192A, HET148 2192B; RET148-2166A and HETI48-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed aj:4.Xaled by Candido F. Font, P. E. 4. Proposal No. 084236 issued by the Product Control, dated.Q�/04/0j:"gned Manuel Perez, P. E. ... .... . .. G. OTIIERS •••• •••• `•••• 1. None. : '..' ...... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M14--01 Rev. A, Series titled "Aluminum Tube Muillbai',. theets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 611 Edition (2017), prepared by Al—Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. D. (QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. E-2 orge M. Plasencia, P. E. Prod et Control Unit Supervisor NOA No.. 17 1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by Al—Faroocl Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. ...... .... ...... . ..... .... .... . . .... 0000 •0:00 so 00000 . . ...... . . . . ..... . 000900 •• • •• • . • .. Jorge M. Plasencia, P. E. Profluct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E-3 4.000 6.000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULLION PROPERTIES GNLY NOTES: 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). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 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 INSTR�UCTIQNS_ SPECfF!ED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBI E 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. LfFE 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_ INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. tP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. I P 2 USE MIAW—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL_ USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT L2.000 TUBULAR SHAPES ALLOY — 6063—T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDO' R DOOR APPROVAL FOR FASTENERS. SIZES_AND SPACING i STOP DRAWING ! SUBMITTAL REVIEW AMMM Q APPR m W N Cw rAs MOTED p REVLS AID RESMN (] REJ mm- SUBMITTAL WAS REVIEWED FOR DESIGN CONFOftIM AM GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. TIE COWPACTOR IS RESPONSIBLE FOR CONFIRMING MID CORRELATMIG DWEMSIONS AT JOB SITES FOR TOLERANCES, CLEARANCES. OUMRITIES, FABRICATION PROCESSES AND TECINM ES OF CONSTRUCTION, COORDINATION OF W WOW WITH OTHER TRADESAMF LCOMPLIMICEWITHCONTRACTDOCUMENTS. SEP 2 5 Nib I DATE: CSpace Architecture and Design Inc. PRODUCT REVISED as complying with -the Florida Building Code NOA-No. 17-1.218.14 Expiration Date 10/231201-9 By _ ..? • 0 ►- u. . 2 00 0 0 Z m Zit' J I N _J 0 G ji W0 w LLLJ R `,tt111lgilddd// ` IC4 .7 • J°v V •, OF; �e� drawing no. INS \� ` /didlllllt� sheet 1 of 9 I , -.125 125 3. 125 4. 125 Ix = .9502 IN\4 Ix = 2.0374 m\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\k Sx = .6335 IN\3 Sx 1.0187 IN\3 Sx = 1.0254 IN\3 Sx 1.5939 IN\3 1 X 3 1 X 4 1 X 3 1 X 4 STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-T6 6063-T6 T.12s 2.000 II 2.000--� 1/2- MIN- ANGLE CLIP 6063-T6 NOTCH OPTIONAL 1/2' MIN. a e MIN. MULLION CLIP 6063-T6 19 OPTIONAL Ix = 2,9762 IN\4 S% = 1.4881 INV 2 X 4 STD. "MULLION 6063-T6 1/2' .� M[N. e 1/2-_ M1N. MULLION CIIP 6063-T6 125. 125 �2.000� r.125 1 6,000 1. Ix = 8,2757 IN\4 Sz = 2_7586 IN\3 2. X 6 STD. MULLION 6063-T6 S. rj .250 w I � I � \[Z�Z O Q s iL -0 N h _ 7 d Y M o i0 0 -fl 0 G a 0 ��2 0 Q�� i�_ o CD m• �IZY��F-•• too —0 .. .. o. • • �•` cri m Ix - 15.2031 IN\4 ; I ' p• Sm - 5.0677 IN\3 - 2 X 6 HEAVY MULLION •� 5063-T6 W "' • L Io 0 to Ln Z Z L- Go 3za 0 _1 .M.. Q V W 1 1t1 � U m LL aF - I G 4 PRODUCT REVISED 7 2 _ '^ as complying with the Florida - e a a Building Code NDA-No. 1.7-1-21&14 _ " .Expiration Date 10/23/2019 ® �l�� 9 BE OF drawing no. By M14-01 'rLol3t0A.••' ems: miam a Product Control ��® AL 1��``, (sheet 2 of 9 • • i • • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WIMOW DIME. I X 3 STD, 1 X4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD, 2 X 6 BEAVY WINDOW DIMS. 1X3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 M. 2 X 6 STD, 216 HEAVY WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30' 37' 42" 48" 54" 60" 66' 72" 38-3/8- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 26-1/2' 30" 37' 42' 48" 54' 60' 66" 72' 74-1/4" 75.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54.3 103.4 88.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48.0 91.3 77.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 38.9 74.0 63.0 111.9 116.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 34.3 65.2 55.5 98.6 102.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30.0 57.1 48.6 86.3 89.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26.7 50.7 43.2 76.7 79.7 120.0 120.D 112.5 120.0 120.0 120.0 120.0 120.0 120.0 24.0 45.7 38.9 69.0 71.7 120.0 120.0 102.3 120,0 120.0 120.0 120.0 120.0 120.0 21.8 I 41,5 35.3 62.7 65.2 119.7 120.0 93.8 120.0 120.0 120.0 120.0 120.0 120.0 - I 38.0 32.4 57.5 59.7 109.7 120.D 19-1/8' 26-1/2' 30' 37" 42' 48" 54' 60' 66' 72" 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 26-1/2' 30" 37- 42' Q. 54" 60' 66" 72- 84' 52.0 110.6 84.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37.5 79.8 60.8 1200. 117.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 33.2 70.5 I 53.7 106.3 104..0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26.9 57.2 j 43.5 86.2 84.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12C.0 23.7 50.4 38.3 76.0 74.3 120.0 120.D 116.8 120.0 120.D T20-0 120.0 120.0 120.0 20.7 44.1 ; 33.5 66.5 65.0 120.0 120.0 103.8 120.0 120.0 120.0 120.0 120.0 120.0 - 39.2 29.8 1 59.1 57.8 113.5 120.0 93.4 120.0 120.0 120.0 120.0 120.0 120.0 - 35.3 26.8 53.2 52.0 102.2 120.0 84-.9 120.0 120.0 120.0 120.0 120.0 120.0 - 32.1 24.4 48.3 47Z 92.9 120.0 77.9 120.0 120.0 120.0 120.0 120.0 120.0 - 29.4 22.4 44.3 43.3 85.2 120,0 19-1/8" 26-1/2" 30- 37' 42" 48" 54" 60' 66" 72" 50-5/8" 120.0 120.0 120.0 120A 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72" 96' 34.8 74.8 56.4 116.9 109.3 120.0 120.0 120.0 120.0 120.0 120..0 120.0 120.0 120.0 25.1 54,0 40.7 84.4 78.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 22.2 47.7 ( 36.0 74.5 69.7 1-20.0 120.0 103.1 120.0 120.0 120.0 120.0 120.0 120.0 - 38.7 29.2 60.4 56.5 120.0 120.0 90.8 120.0 1120.0 120.0 120.0 120.0 120.0 - 34.1 25.7 53.2 4.9.8 1 110.9 1200. 79.5 120.0 120.0 120.0 120.0 120.0 120.0 - 29.8 22.5 46.6 43.5 97.0 120.0 70.6 112.5 111.6 120.0 120.0 120.0 120.0 - 26.5 - 41.4 38.7 862 12C.0 83.6 101.3 100.4 120.0 120.0 120.0 120.0 - 23.8 - 37.3 34.8 77.6 12C.0 57.5 92.1 91.3 120.0 120.0 120.0 120.0 - 21.7 - 33.9 31.7 70.6 120.0 53.0 .84.4 83.7 120.0 120.0 120.0 120.0 - - - 31_1 29.0 b4.7 1183 19-1/6" 26-1/2- 30" 37" 42' 48' 54" 60" 66' 72" 63" I 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 2£-1/2" 30' IIt 37' 1 42" 48' 54" W. 66" 72" 108" 1 - - - 82.1 76.8 120.0 120.0 89.0 120.0 120.0 120.0 120,0 12G.0 120.0 - I - - 53.3 55.4 I 120.0 1 0.0 78.6 120.0 120.0 120.0 120.0 120.0 120.0 - - - 52.3 48.9 I 120.0 120.0 63.7 104.3 103.2 920.0 120.0 120.0 120.0 - - - 424 39.7 98.7 120-0 56.1 91.9 90.9 120.0 120.0 120.0 120.0 - - - 37.4 35.0 87.0 120.0 49.1 80.4 79.5 120.0 120.0 120.0 120.0 - - - 32.7 30.6 76.1 120.0 43.7 71.5 70.7 108.3 111.5 120.0 120.0 - - - 29.1 2T2 67.6 120.0 39-3 64.3 63_6 97.5 1 100.3 120.0 120.0 - - - 26.2 24.5 60.9 111.3 35.7 58.5 57.8 58.6 91.2 120.0 120.0 - - - 23.8 22.2 1 553 101.2 32.7 53.6 53.0 81.3 83.6 120.0 120.0 21.8 20.4 1 50.7 1 92.7 ALL LOADS ARE EXT.(+)/INT.(-). MOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I X3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD, 2X6 STD. 2 X 6 EEAVY WIDTH (W) MULL SPAN 19-1/8- 26-1 /2- W. 37" 42 48' 54' 60' 72' 120" - - - 59.9 56.0 120.0 120.0 - - - 43.2 40.4 110.9 120.0 - - - 38.2 35.7 97.9 120.0 - - - .30.9 28.9 79,4 120.0 - - - 27.3 25.5 69.9 120.0 - - - 23.8 22.3 61.2 111.8 - - - 21.2 - 54.4 99.4 - - - - - 49.0 89.5 - 44.5 81 z - - - - - 40.8 74.6 19-1/8- 26-1/2' 30' 37- 427 48' 54' 60' 66' 72' 132' - - - 45.0 42.0 116.8 120.0 - - - 32.5 30.3 84.3 120.0 - - - 28.7 26.8 74.5 120.0 - - - 23.2 21.7 60.4 110.8 - - - 20.5 I - 53.2 97.6 - - - - - 48.5 85.4- - - - - - 41.4 75.9 - - - - - 372 68.4 - - - - - 33.8 62_ 1 - - - - - 31.0 57.0 19-1/8" 26-1/2" 30' 37' 42- I 48- 54" 60' 66" 72' 144" - - - 34.5 32.4 90.0 120.0 - - - 25.0 23.4 64.9 119.2 - - - 22A 20.6 57.4 105.3 - - - - - 46.5 85A - - - - 41.0 75.2 - - - - 35.8 65.8 - - - - - 31.9 58.5 - - - - - 28.7 52.6 - - - - - 25.1 47.9 - - - - - 23-9 43.9 ARCHES TO 6E INSCRIEED INSIDE -RECTANGULAR SHAPE +I VERTICAL WUWON ! 2 GLAZING GLAZING 2 PRODUCT PRODUCE J i W1 I 1 -2 MULLION SPAN MULLION U m r 0 0 B IL M AN TYPICAL MULLION ARRANGEMENTS ��` ��. • �DS�'�•\ = `-' Al W2 PRODUCT REVISED m 7 2 �\ T WIDTH (IN) = as complyingwith the Florida o � 2 Building Code 17-1218.14 MCA --No.- , Expiration Date 10/23/2019 % 0 STATE OF drawing I drawing no. By Mia fl-D Product Control sFe6t 3 0f 9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPANI A2 A4 A6 B2 B4a B4b 19-1/8" 26-1 /2" 30" 37' 42' 48" 54" 60' 66" 72' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 1.20.0 120.0 12C.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 120.0 56.9 81.9 113.7 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8' 26-1/2" 30' 37" 42' 48' 54' 60" 66' 72' - 42' 120.0 120.0 120.0 120.0 1 MO 120.0 120.0 120.0 120.0 120.0 120.0 120.0 t20.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120,0 120.0 120.0 120.0 120.0 81.6 117.6 120.0 111.4 120.0 12-0.0 71.4 102.9 120.0 99.0 120.0 120.0 63.5 91.4 120_0 89.1 120.0 120.0 57.1 82.3 114.3 B10 120.0 120.0 51.9 74.5 103.9 74.3 120.0 120.0 47.6 68:6 95.2 19 -1 / 8" 26-1 /2" 30' 37" 42- 48' 54" 60" 66" 72" 50-5/8' 1 120.0 120.0 120.0 120.0 120.0 1 120.0 r 120.0 120.0 120.0 107-3 120.0 120.0 120.0 120.0 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 11.0.7 120.0 105.7 120.0 120.0 67.7 j 97.5 120.0 92.4 120.0 120.0 59.3 I 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 I 120.0 47.4 68.3 94.8 67.2 117.2 120.0 43.1 62.1 86.2 61.6 107.5 120.0 39.5 56.9 79.0 19-1 /8" 26-t/2- 30' 37' 42" 48" 54" 60' 66- 72- 63• 120.0 120.0 120.0 119.5 1.20.0 120.0 120.0 120.0 120,0 86.3 120.0 120.0 118.9 120.0 120 76-2 109.7 120.0 96.4 1.20.0 120.0 61.8 ! 89.0 120.0 84.9 120-0 120.0 54.4 78.4 108.8 74.3 120.0 120.0 4.7.6 68.6 952 66.0 115.1 120.0 42.3 61.0 84.7 59.4 10-6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 1 49.9 69.3 49.5 86.3 120.0 31.7 45.7 63.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS 'TYPE WIDTH (W) MULL SPAN A2 A4 AB B2 B4a 134b 19-1 /8" 26=1/2" 30' 37' 42' 48' 54" 60' 66' 72" 74-1/4" 120.0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 73.2 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 462 66.5 92.4 63.0 109.9 120.0 40.4 58.2 80.8 56.0 97.7 120.0 35.9 51.7 71.8 50.4 87.9 120.0 32.3 4-6.5 64.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73Z 109.9 26.9 38.8 53.9 19-1/8" 26-1/2" 30" 37' 42' 48" 54" 60' 66' 72' 84" i 120.0 120.0 120.0 99.6 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 72.3 120.0 120.0 46.3 66.7 92.7 63.7 111.0 120.0 40.8 58.8 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49L 86.3 120-0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 648 97.1 23.8 34.3 47.6 19-1/8" 26-1/2' 30' 3T 42' 48' 54' 60" 66" 72' I g6 ; 120.0 120.0 120.0 78.4 1129 120.0 118.3 120.0 120.0 56.6 81.5 113.2 78.0 120.0 120-0 30.0 72.0 100.0 -63.2 11.0.3 120.0 405 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.5 39.0 68.0 102.0 25.0 36.0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 55.0 20.8 MO 41.7 19 -1 / 8' 26-1 /2- 30' 37" 42" e g" 54' 60" 66' 72" i 108" I 108.8 120.0 120.0 69.7 100.4 1 120.0 78.5 i 20.0 120.0 50.3 72.5 100, 6 69.3 120.0 1 120.0 44.4 64.0 88.9 .6.2 98.0 120.0 1 36.0 51.9 72.1 49.5 86Z 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 1 67.2 100.7 24.7 35.6 49.4 34.7 604 90.7 22.2 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 28.9 50.4 75.6 - 26.7 37.0 ALL LOADS ARE EXi (:)/TNT.(-). NOTE: ANY ANCHOR CONDRION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS, FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AB 112 B4a B4b 19-1/8" 26-1/2" 30' 37' 42' 48' 54" 60" 66" 72' 120" 97.9 120.0 120.0 82.7 90.4 120.0 70.6 120.0 120.0 45.3 65.2 90.5 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.6 77.7 116.6 28.6 41.1 57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 31.2 54.4 81.6 20.0 28.8 40.0 28.4 49.5 74.2 - .262 36.4 26.0 45.3 68.0 - 24.0 33.3 19-1 /8" 26-1/2' 30' 37' 4'2' Q. 54' 60' 66' 72' 132' 89.0 120.0 120.0 57.0 821 114.1 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 35.4 52.4 72.7 46.0 80.2 120.0 29.5 42.5 59.0 40.5 70.6 106.0 26.0 37 b 51.9 35.5 61.8 92.7 22.7 32.7 45.5 31.5 54.9 82.4 202 29.1 40.4 28.4 49.5 74.2 - 26.2 36.4 25.8 45.0 67.4 - 23.8 33.1 23.5 41.2 61.8 - 21.8 30.3 19-1/8' 26-1/2" 30" 37' 42- 48' 54" 60' 66" 72" 1 14:; • 81.E 120.0 120.0 52.3 75.3 104.6 589 102.6 120-0 37.7 54.3 75.5 52.0 -90.7 120.0 33:3 48.0 66.7 42.2 73.5 110.3 27.0 38.9 54.1 37.1 64.8 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 4-1.7 28.9 50A 75.6 - 26.7 37.0 26.0 45.3 68.0 - 24.0 33.3 23.6 41.2 61.8 - 21.8 30.3 21.7 37.8 56.7 - 20.0 27.8 TYPICAL ARCHES TO BE INSCREM TYPICAL TYPICALINSIDE RECTANGULAR SHAPE MICANCHORS HORIZONTAL MULLION VERTICAL MULLION Z �a GLAZING GLAZING rn PRODUCT PRODUCT TYPICAL ANCHORS GLAZING PRODUCT \� ANCHOR AIL #1 I N 3 GLAZING GLAZING TYPICAL PRODUCT PRODUCT ANCHORS MULL;ON SPFN r - TYPICAL MULLION ARRANGEMENTS WlD T H (W) = W1 2 W2 PRODUCT REVISED as complying with the Florida Bwiiding Code KOA-No. 17-121 & t 4 Expiration Date 10123/201.9 BY u) w 0 d Z to Uj �F G U� (� a ur +yo' -M 0 OILo4.°It NNE O Qw5�',� {iZ_y .I az°o faz(T)��' • • • OCR • 2 • 1] g r •-1 : v i • a lid 2•I !L7 LI .. • . w ?- In cg I •tD • in(D•• .. a� • F- ?y � rrj • O m� Z� o cq J la00 °LC)WJ Wm m r 1 ..... Ij 70 =� U L L i • TATE 0r .�/ drawing no WIDS �1®s'VAL,�� ishest 4 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE �Q II I II it I I 11 I I 3 j U FLOATING CLIP I I 11 ! SNUG FIT INSIDE MULL Li U #14 SMS 1 1 #14 SMS 1-3/4' O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP I 1 2 PER ANGLE ANCHORS TYPE `A2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) XN \ET � X '- M II II 4 FLOATING CUP j SNUG FIT INSIDE MULL I #14 SMS 1-3/4" O.C. MIN. 4 PER CLIP ANCHORS TYPE `A4' TYPICAL ANCHORS 2 PER ANGLE #14 SMS 1-3/4' O.C_ MIN. 2 PER ANGLE CO\NtRRErEOR 2X 2X1/8' ALUM ANGLE \c0>`CR�I E\ OR II ll II II II tl 11 /2X2X1/8' U U ALUM ANGLE ! I I ! TYPICAL: ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED, MIN. EDGE DIST. 1/4- DIA. ULTRACONS BY 'ELCO` (Fu=177 KSI, Fy--155 KSI) CONCRETE 1-3/4' 2-1/2- 1/4- OUL SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4• CONCRETE — f'c — 3000 PSI MIN. METAL = 1/8' MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (E063—T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. AIL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS, CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT" COATINGS, SUCH AS BITUMINOUS PAINT OR WATEP.—WHTE MIETHACRYLAT'c LACQUER V � �� o i v Z ►O°. CZ Mo t- w �jL �w^2 aQU, pint:.. �jyh n a pioM o paa<.4 0 In b K O J mQ 5 • Q sw M • O ... G, .. J • • In . . o • •'- Li • • .3 X• LLI ..•• • � T f �•• J .+ m • °° u J 0 Z Z LL. M �z s �Q 0 M Lil o3: Lo 0 n 0 `,ltyllllll/1// • Q M F PRODUCT REVISED _ r -as complying with the -Florida e ro o a Building. Code (�—` NOA-1�1o. 17-1.218.14 ,11 : ( - m Expiration Date 10/23/2019 '�®� . s4TE OF :�� drawing ro. RaoK.�®��. M 14— 01 By Nliam l) oduct Control t! ®MA� 1 1��`\ sheet 5 of 9 Q N TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) it I I #14 SMS j 1-3/4" O.C. ►AIN. i 6 PER CLIP ANCHORS TYPE `A6' TYPICAL ANCHORS 3 PER ANGLE LLFLOATING CUPjSNUG FIT INSIDE MULL{#14 SMS 1-3/4" O.C. MIN. I 3 PER ANGLE 6tEREYE\\ �f [2X2X 1/8" U ALUM ANGLE I I TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED, MIN, EDGE DIST. 1/4" DIA, ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIX SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" w M o I v Z qcoi oa M� o Ly Q2 :j Cz (L oo�m o'ma� 00. o i O y b -a : Ul_ a0 � WN - o Z • � zW0 •• • o V an on•J •�. • Q • .- L.I • 66604 • wl>- Cy- ;n cn co•. F- 3 �r7•�' 5 00 z Z_ �� a CONCRETE = f c = 3000 PSI MIN. Z M METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. � I O p 0 " 1/8" MIN. THK, ALUMINUM (6.063-T5 MIN.) W U) Ld r ANCHORS MAY EE Ha OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TJBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE. METHACRYLATE LACQUER. 5 Oo PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17 1218.14 Expiratio=— Nllam!m By Pmduct Control m opI < 0592 , r OF �� drawing no. `OA ''®i� M 14-01 1/1f�� W" sheet 6 of g TYPICAL ANCHORS 22 PER CUP (I ON EACH WING) \--� \III` \�JLL t I I I TYPICAL ANCHORS 1 PER ANGLE` OLLED II II II II N [FLOATING CUP I I 1 I SNUG FIT INSIDE MULL U U #14 SMS i i #14 SMS 1-3/4. O.C. MIN. I I 1-3/4- O.C. MIN. tI! II l 4 PER CUP 2 PER ANGLE jI A ANCHORS TYPE `B2' 2X2X1/8" ALUM ANGLE TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING)— 2 PER ANGLE \ \ \ ! \ �� ; ' R I I \ \I 00 \ \ �\ \\ �\ \\ �\ \\ ,\ \ I I OQ �i T \ X X � II II l lit p N ! II It li II ,L------------- J N y \ I I I I FLOATING CUP I I I I 1/2 X 2 X 1/8" ! ! SNUG Fft !ASIDE MULL U U All ANGLE 1 I I J14 SMS ! 114 SMS j ! 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE NCH ORS TYPE `B4a' A7--J w 0 I v Z Z n i N O W tiS ry J Q a n m a�N 0Ur ri p►a>m o 0 a.a< 4 0 -aOO 0 G W M Z.J N it W 7 LU N O I Z 0 • • •y,� 6 Zo •Q 1 • Z !fi • • � W 07 • •• • •••� .• -J ...� • • • sus '1 .. � .. •� J U a TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN- EDGE DIST. 1/4- DIP_ ULTRACONS BY 'EO' (Fu=177 KSI, Fy-15LC 5 KSI) MASONRY 1-3/4" 2—T/2" WOOD 1-1/2" 1" WOOD - 26' WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PS! MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO .BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. PRODUCT REVISED 1 as complying with the Florida Building Cede NOA-No. 17-1218.14 Expiration Dated 0/23/2019 Ld In ~ OM 3 Din ko Z 000J m Z �� m IQo La 00 m IV r 70 W RL � vl u ��• t �e drawing no. `'•t)p- M 14-01 ONic AL1 sheet 7 of 9 TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANGLE W O 1 Z m 0 O \ \ J P3u�D�eLffE\ ul M. I I LFLOATING CUP Z2 X 2 X 1/8' t SNUG FIT INSIDE MULL L ALUM ANGLE #14 SMS t f I #14 SMS 1-3/4' O.C. MIN. I'llI1-3/4" O.C. MIN_ I S PER CLIP 3 PER ANGLE NCHORS TYPE `B4b' TYPICAL ANCHORS: ANCHOR TYPES SUBS`7RATE IMIN. EMBED. MIN, EDGE DIST. 1 /4" DiA. ULTRACOMS BY ' ELCO' (Fu=177 KSI, Fy-155 KSI) MASONRY 1-3/4" ( 2-1/2' WOOD 1-1/2" 1' g� CL O Ut'om v Q> V O-M O 0 a c 'A 0 0 b a LU N= o J` a eD • •••• • W }- Q • • •d P V) CDs • .. rn• F- ?.r _c �•N p0 WOOD = 29Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN, j Z MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. Z IBY OR 2SY WOOD BUCKS NOT BY ECO WINDOW :D N v MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q 0 p 0 THEM TO -BUILDING STRUCTURE. W in 03 ; ANCHORS M,4Y BE HEX OR FLAT HEAD_ S n PRODUCT REVISED o !� -as complying with the Florida Building Code = = n L NOA-No. 17-121.8.14 -�2Lm �._ Expiration Data 10/23/2019 ®' 0� •�� ( drawing no. By �,� oRio.�;,� M 14-01 Miam oduct Control /�/�i11141j1i` (sheet #14 SMS SEE CHART FOR QUANTITIES —I FTUBE MULLION ------- - - - - - - ANCHOR NO. OF CHART SCREWS TYPE A2 2 #14 FH SMS TYPE A4 3 2/ SIDE I I TYPE A6 4 1/8' THICK ALUM CHANNEL 1 LENGTH TO FIT SNUG I I INTO MULLION I I ir TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY #14 Fit SMS 1-1/2' O.C. MIN. ACCESS HOLE SEE CHART FOR QUANTITIES t --- - ----- I --' -- -, - I I I I THIS SCREW CAN BE I I INSTALLED IN EITHER f #14 FH SMS 1 DIRECTION I 2 PER CUP I 1 1' O.C. MIN. I I I I I 11 1-3/4- X 2' X 1/8- (FOR 2BY TUBE) 3/4' X 2" X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO 19T SNUG INSIDE TUBE ANCHORS DETAIL 41 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. IMIN. CL TO CL SPACING ALUMINUM 5/8" 1 1/2" PRODUCT -REVISED as complying with the Florida Building Code NOA-ago. 17-1218.14 Expiratior. Date 10/23/2019 By Miawd-DrW roduct Control Ld w 0 I d Z r 0 1- z Q2 �N D IL g 2 Op�,o �t a W.OH O'tyh 0'OM o L G 0 < a.�pi 0Ny� � O M � 7 w {Lzto -o ,.ZOO M C •. • • • • •- • o •• •♦ •-0 W x W • t¢i �.' Zn Cp•• -C Poop tq Z Z �' ` 0 0 NJ QI () LLJ �� F 70592 5, s ATE or ' 1�� drawing no. s , � ..... � M 14-01 NA1 °sheet 9 of 9 MIAM I•E)IADE MIAMI—DADE COUNTY M1i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (IRER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy. Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: 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 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 th;.4J.may immediately revoke, modify, or suspend the use of such product or material within:heir',jairisdidtion. RER • • • •: - reserves the right to revoke this acceptance, if it is determined by Miami -Dade CounVV Product rQntrol • .... . .... ....:. Section that this product or material fails to meet the requirements of the applicable bwlchg code. This product is approved as described herein, and has been designed to comply wit}ithe Florida.l Vilding • • • • Code, including the High Velocity Hurricane Zone. ' .... .... ..... DESCRIPTION: Series "Eco-Guard 100" Aluminum Single Hung Window - L 1V1.7'; ; • 0 • • • • • • • APPROVAL DOCUMENT: Drawing No. W09-08, titled `Eco-Guard Series-:B9: Ium. S.H„•Wdw. • (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17; prepared by Al-Farooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade ffo tM Pro(iuctechtrole Revision stamp with the Notice of Acceptance number and expiration date by tht• Miami-Dpde� Eounty: " Product Control Section. MISSILE IMPACT RATING: Large and Small. Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami --Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 and consists of this page 1 and evidence pages E- l and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. ,�. e NOA No. 17-1011.23 141,1 1 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No. 14 0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series.100 Alum. S.H. Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 . • .; along with marked -up drawings and installation diagram of an Aurrtlum single hung •' • • ; • window, prepared by Fenestration Testing Laboratory, Inc., Tes:acpprt No...... • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brirtso4,•F.E. (Submitted under NOA No. 14-0317.02) • • • • 000090 • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • - 0 * • •' • 00000 . 2) Uniform Static Air Pressure Test, Loading per'F4C TA`2.Q -94 3) Water Resistance Test, per FBC, TAS 202-94- • . • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-9,t• • • • • along with installation diagram of a 106-1/2" wide x 76" high;ECQ-Guard Series-10Q....� aluminum single hung window, prepared by Hurricaneing Engineer & T.*jtiirg Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. 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 installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1.011.23 Expirations Date: April 08, 2019 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS (CON OUED) 5. 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 installation diagram of a 53-1/4" wide x 76-1/4" high EGO -Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. IIETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 . ...... D. QUALITY ASSURANCE • • . .... 1. Miami -Dade Department of Regulatory and Economic Resources �WR) • • • • see*** E. MATERIAL CERTIFICATIONS "" • • • • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray A�ige� � Via, In e. ldr thei?': "Kuraray Butacite* PVB Glass Interlayer" dated 04/25/15, expiing on;12/•h`l 6. • F. STATEMENTS • 0 * 0 • • 1. Statement letter of conformance, complying with FBC-5" Editipn (N14), and Who . financial interest, dated March 17, 2015, issued by Al-Farooq Cd?por"ation„sight and• • sealed by Javad Ahmad, P.E. 00 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. S' f z�an Wang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series.100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, RE B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RJR). - ..... • •• • . . •••Uo 0009 E. MATERIAL CERTIFICATIONS • • - • • • ' • • • • • o e o *: o 1. Notice of Acceptance No. 16-1117.01 issued to Kurara A1iit1-fda, Inc. fbr their: • • • •; p Y "Trosifolg Ultraclear, Clear and Color PVB Interlayers" da pl /19/}2; 0 � pirin4 • g • on 07/08/19. ••.... .. ••;••• .. .... . .. ...... :* : •• F. STATEMENTS .eo 1. Statement letter of conformance, complying with FBC 5"' Editiop (2014), vigi,9 3C 6'""" Edition (2017), and of no financial interest, dazed September 1�,�01 j, prepared•by Al0-•••: Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 69960,9 G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. Sifang Zbao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 VMS] 53 1/8" 53 1/8" WINDOW WIDTH WINDOW WIDTH 47 3/8" 47 3/8" D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) 6" MAX. 12" MAX. in 6" MAX. 12" MAX. N HEAD HEAD a m w HEAD HEAD m w CORNERS A m m z CORNERS 3 a� S OP 90 DRAWING /SUBMITTALIREVI=❑ A�RaIrEo wmi c U O Rva Am REmem p REJECTED CONFORMI NCE�TREVIIEM FOR DESO pOC MS CONFORMITY �_ I v I I D - i CONTRACT ONLY. THE C� GENERAL tS \ x _ _II - !f ' II SWEEP LATCHES 4 - _ _-__ _ RESPONS�LEFORC ONTRACTOR IS AT 12-1/2" li il� II OMB *G AND CORRELATING D1IMENSIONS AT JOB SITES yf, FOR TOLERANCES, CLEARANCES. QUANTITIES, FABRICATION PROCESSES AM "� O D j li I I FROM ENDS ,m TRADE ANpS RALC�+UANC yyC�CprT�CT S WORK WITH OTI�R M -J 4 II B I II M _= I� f II • DOCMIMENT8. m W Fn o 11 I I I I m•• I I DYKE: SEP 2018 ' � T � •• O II n p • ZII If li Z--�----tf---- FI- _ .. CSPace Archdecture and Dest - ; I I I I I 3 • • n Inc. m 1O w I I I IIL i co •• to -• — - F K) y M1 O jl - yy II o0 ui e O 11 11 I, 3 II Ii Lc)= Fn'�� I� C II W I I > �o FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL APPLIED)ECO—GUARD SERIES-100 (SURFACE OPTIONAL 47 3/8" (SURFACE OPTIONAL 47 3/8" ALUMINUM SINGLE HUNG WINDOW D.L.O. (VENT) D.L.O. (VENT) SPRING LOADED LATCHES DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 50 3/16" AT 7" FROM ENDS 50 3/16" CHARTS SHOWN ON SHEETS 2. VENT WIDTH OPTIONAL TO VENT WIDTH SWEEP LATCHES APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE EQUAL LITES Typ• UNEQUAL LITES (ORIEL TYPE) COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TYPICAL ELEVATIONS MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. TESTED UNITS 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 2014 (5TH EDITION)/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 2014/2017 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. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. l: C' iUC: T ., VIsEff as Cy mIFIp_`. W:ii r?c;,i:ihGor. vaic��Q�.�Z&Iq 13yi vlirroi Vt i� :�duc;: C:cs too# i 7.0592 ®• TEOF 4Ift;j Z mti 0 �J Q2 .N a o a 0 m Ipro-M o 0 IS < s "y0 u l . ZN- • • • • • W �Of f v •• J . is � ••••�� • M rue • v Lie•• o N V) c _ I =M N O o r7 to ` >i Z vL z s cV -1 00 V Ln Lv w Waom>W - n cv ri ad ei U C U o w e o N •i Or � N � 6 � ~ a a �e drawing no. W09-08 sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A', 'B' & 'C' WIDTH HEIGHT EXT.(+) 1 NT.(-) 19-1/8° 24' 26-1/2" 32" 37" 40' 48" 53-1/8' 26 (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2" 32' 37" AV 48" 53-1/8" 38-3/8" (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1 /8' 24" 26-1/2" 32' 37" 40" 48" 53-1/8" 50-5/8" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2' 32" 37" 40" 48° 53-1/8" 63' (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2" 32' 37" 40" 48" 53-1/8" 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 ai o^ W a N o: O x U z LL 0 O z H a V 0 z N W 2 F- z W IL z O z Li i EQUAL LITES 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifot PVB �By 'kuraray America, Inc.' r1/8' HEAT STREN'D. GLASS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE W GLASS TYPES B. & C. WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1 /8' 24' 26-1/2" 32' 37" Q. 48. 53-1/8" 50-5/8" (5) 1 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2" 32" 37' 40" 48" 53-1/8' 63' (6) 75.0 1 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1/8" 24' 26-1/2' 32" 37" 40" 48" 53-1 /8" 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By `kuraray America, Inc.' r-3/16" HEAT STREN'D. GLASS m Q W a U) W O 2 U z u_ O O z QW U 0 Z In W z W n¢. z O z 5 G TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. SILICONE SILICONE z m DOW 899 Z m DOW 899 z io 1 g �I io 16 I I is � � NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 'tI 13 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'A' 13 AT 1 /4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'B' GLAZING OPTIONS 1/8" HEAT STREN'O. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer �Trosifot PVB By 'kuraray America, Inc.' r-1/8" HEAT STREN'D. GLASS SILICONE DOW 899 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS `1`,t11IIIjI/j/// 0 WIDTH w I i \z z >W ----------------- m a I m z r M rn z E"W I U M v0 I� 0 0 0 U) .O t3 25 : a 0 • L,)_ • ••• - Z M oil ••• •Lu i UNEQUAL LITES (ORIEL TYPE- = •••• • •i J • • ••• • • (n • r i • T • • • • • LL J00 g • •l. 0 V) c0 _1 �_ I� N it C) 02 ro c'''i> Z ,p C3 NJ (U o0 �w IF O 0 Ll U L a o n U H N N 3 0 0 ol ol (L a a Zi a 13 AT 1 /4 POINTS I'!<,::ra,' j ; {: j' r,.F-,V-sLa N T 2 v ALL SIZES `C' a:I;Syis. ;;:zj ;,., y ' Florid - . GLASS TYPE ,tr," r , . ;?o IL Lo11. Z o � L' £xfuraticr, ?)=:t, 3y ® ATE OF �� drawing no. lbiit3:. k� hr��sl�I ,,� ��.'• O�I�A.•��®�� W09-08 sheet 2of 6 ®®IVA%-11111 1 BY TYPICAL ANCHORS TYPICAL ANCHORS �U V WOOD BUCK SEE ELEV. FOR SPACING w SEE ELEV. FOR SPACING U 2 d n' a v 4.d a' c •., EDGE'DIST. METAL MULLION COUNTY APPROVED 2� o, m �i I 4. a . d•MULLION & MULLION ANCHORS ° STRUCTURE SESEPARATE NA po Z . , a EDGE GIST. \ % N � I N Op�O O W N V i 7N �N \ Gbh i i \ 9 g&-m i TYPICAL ANCHORS TYPICAL ANCHORS d 0 G I. r_ \, SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING iii I.1 I i • `FYI 0 III I I 20 •• (7 0 g6 � I • Q W Qr - r WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. •,,, __ i i I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •_ • I. AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••;• e-j J;•. •i to TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0000 W I ! OPTIONAL TO • • • • • i I: 12 1 /4 DIA, ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI N BOTTOM LATCH � • � � `. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES .. 'i Ld• .•.� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) (n {�`} • _ 14 THRU 1 BU Y BUCKS INTO CONC. OR BLOCKS CI 5 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) s rn W 4 n 4 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) ,3 Q 6 n n ofM. DIRECTLY INTO CONCRETE OR BLOCKS Z W I 18 !i !i 21 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) � 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) Ln O N M i g #14 SMS OR SELF DRILLING SQREWS (GRADE 2 CRS) o u US o W I w W 00.m W d 0 J Q J Ll a o 0 a. q d b •a qd d q d. ' � S • a � ' d \ INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 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 NORMAL WEIGHT BLOCK AT JAMBS Vm = 2000 PSI MIN, ```Ok111ifllll/l' i _ N 70592 SEALANT: 0r TAB �. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH '�'-�!•.•�� OR � JOINT SEALER. arlim ; X;.i,,do r,-dur_t Colgr �illj�®®��a •�� !lllii111111\`\ I sheet 3 of 6 MIAMI- DADE COUNTY WINDOW WIDTH I WINDOW WIDTH TYPICAL ANCHORS ITEM PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY101 1 FRAME HEAD 6063-T6 - 2 FY115 1 FRAME SILL 6063-T6 - 3 FY103 2 FRAME JAMB 6063-T6 - 4 FY104 1 FIXED MTG. RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - 7 FY107 2 VENT SIDE RAIL 6063-TS - 8 FY100 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6063-TS - SA FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 86 FY110 AS ROD, GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 9 FY116 2/VENT SASH STOP 6063-T5 - 11 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6063-T6 - 11A - 1/ LATCH LATCH SPRING ST. STEEL - 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2' FROM ENDS ZAMAK SULLIVAN & ASSOC. ••• 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS • • • 13 - AS READ. SETTING BLOCK EPDM DUROMETER 80±5 SHORFA 14 #8 X 1. AS REQD. FRAME do VENT ASSEMBLY SCREWS CRS PH SMS • 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS ••• 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB • • 16 E203 AS REQD, GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REQD. I FIN SEAL W'STRIPPING - ULTRAFAS • 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS • • 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE 8 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI 20A #8 X 5/8' 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16' BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL CKS JCHORS NG PRODUCT REVISED x cn_,9pi: 7g Wfth L1W FEori& 3*ail; :rg coda Ac(,cpi?_qeK'0 17-101( Z�J EViratit)a Data'6�1 2I.iami Dude. Pr_-J .t Control 1 /4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING F fl (Wp� W r O U W 0 1 rn Z 0 y �I �IL I 0 JN` N �o U. ui d cy o a 0 Q g �gb0 O Q uj TV LLI Z O •CD ^ •••• tN o • • • • • 46 •ui W (n o V) 00 v-� co Z ro Z uO J O O O0 w w W ao m F- `,�\111i11111// t , PP. o ®' STATE OF drawing no. 1 NAL sheet 4 of 6 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING e ►.° N , Ad o �W ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL r STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING d ' 4 1 •1/2" . . dC C.4 1 i •. o MASONRY W � 4 D W •4 4 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. i�!'i:3�'!Ci3 3�c7C•Y�L#(L•'Q�jQ 0 LJ W O I rn Z 3 0.Jzz rr , Q 0 so c� �0it 0 m aim O'OWm 0 0 4 0 r 0 .. a J •. N co • . .�pp 00 • :0 W � a 4 o V) 1 � to cWn Z W z 0 U 0 C'4 V �W w IW Dom W Or E OF •�� sheet 2.750 {4--1.281--1 F.062 1.688 — 50 .078 .062 .813 2.750 2.812 1.140 FRAME HEAD L — :�ll p __r 1 1.202 2.061� 2.874 QQ FRAME JAMB 062 2.188 1.375 0 519 .394 � —7 11.001 .045 .803 050 .803 1.422 -� u a FIX. MEETING RAIL O � 1.047 S— r— 1. 340 -1 GLAZING BEADS 1.250 H�� .0622.063 O VENT TOP RAIL O6 VENT BOTTOM RAIL .E FRAME SILL 73 1.067 07 VENT SIDE RAIL 15 11 SPRING LOADED LATCH )2 2.688 .osz� 500 69 0 2.611� 23 FLUSH FRAME ADAPTER �-130 ---�- .045 ILl •803 .047 ? 0 i :71 �dK�l :� ►1 �:�y �l a Miwni Dade pFmuct colftol U0 4. 00 00 1 Z Maio� m 14 2 z W m Q ry a ffgLL Oo"A O 0 " a 0 a " 0 80)n V p ',H M o Q aao.°i �0y0b� w • • • CL m a Q W ••• ^ •••• EN is 9 • J • .' v • • � W «fVVVrfff��'SSS- {r� • ,� 14 ij o o 1 3 W �� O � u'7 0 N 117 _Z LL 0 z u7 � o NJ C) O 0W w w W 00 l o in 0 Z o o O F c 14 N Ft n N 0 W, o U N ¢ U 4 � Ci�f11�''•• CO1 Y :�®1 ATE OF �� drawing no. sheet 6 of 6 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 1061h Street, Medley, FL 33178 SCOPE: 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A-WJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cot:ntyP;oduct ontrol Sechex-: • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) res*&ve •the right to •have this • • product or material tested for quality assurance purposes. If this product or material fairs tal3drform iir Me accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may iminelalely revoke modify or... suspend the use of such product or material within their jurisdiction. PERA reser%� .tbe right, J9.revoke tki§.. acceptance, if it is determined by Miami -Dade County Product Control Section that this product or p4ateiial fails 10.. • meet the requirements of the applicable building code. 000000 : ' .. • ...... This product is approved as described herein, and has been designed to comply with the f4etela Building -Code, • . : ...... including the High Velocity Hurricane Zone. . � • 0 • •. • DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrarrcre Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-0319.13 QMIAMMI-DMADE COUNTY ..., Expiration Date: March 20, 2019 / Approval Date: May 10, 2018 K,�tl� Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. ' Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets I through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per FBGTAS 202-SU • • • • • 3) Water Resistance Test, per FBC, TAS 202-94 ."''. •, 4 Large Missile Impact Test per FBC TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94... .... :" 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20244• • • • 0 • • • •' 00000 along with marked -up drawings and installation diagram of an aluminum Outs"i Freres .. .. . dD.. pr, • •' • • ...... prepared by Hurricane Engineering & Testing, Inc., Test Report No. 0 0 0 : : HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETt1214027dajed Q3/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • Note: The above referenced test reports have been revised by an addendum letttr dated JJmP. 2�, 20 K,� issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, T. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-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. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite 8 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. �Sl,•. . C �� Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR-15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (Oh Edition),•prepmed by•Alfarooq •, Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, sij$jd and seare'd'by JavAt Ahmad, P.E.(submitted under file # 17-1102.18) • • • • • • .... .... . . D. QUALITY ASSURANCE 09000 • • • • • • • • • . . ...... .. . ..... 1. Miami Dade Department of Regulatory and Economic Resources (RER). • .. .. . .. ...... E. MATERIAL CERTIFICATIONS . . . . ...... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, IncN(FQfter E.I. DuPont 11F,...; Nemours & Co., Inc. for the "Trofosil & (Clear and Ultra clear) PVB U'fass interl!**;, ", expiring' on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 Efinookk CERNM M IAM I -PPE MLI.N U-DADS COUNTY Ewr PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: 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 areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miamda i-I)4e County 4oct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadb.cbubty) res"r; the right .. to have this product or material tested for quality assurance purposes. If this p+vcijc4 or niateliel fails.".% perform in the accepted manner, the manufacturer will incar the expense of such •testing and the AHJ irw immediately revoke, modify, or suspend the use of such product or material witW lil'eir juri.01 t2on. RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Vounty Product Contcop .. .... .. . 00000 Section that this product or material fails to meet the requirements of the applicabl-.%%ding cpde.. • 000009 This product is approved as described herein, and has been designed to complX viwa the Florida Building . • Code, including the High Velocity Hurricane Zone. 0 . . . . ...... ...... DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Wis 0 •- L.Nf.I. :....: APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Altura. Ho'r� Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's .name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature: If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. y' 2. NOA No. 17-1102.23 0110' Ile'l + Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading�per FBC, TA&202-94• • 2) Large Missile Impact Test per FBC, TAS 2Q124. • • 3) Cyclic Wind Pressure Loading per FBC, TA94.303-94'.... ....:. 4) Forced Entry Test, per FBC 2411.3.2.1, antr'6t5 202-94• :. 0. 0: along with marked -up drawings and installation diagram of an ��ptinunr p; izlontal. • • • •' sliding window, prepared by Fenestration Testing Laboratory, Inc.,.Test Rampart No......' F'TL-7635, dated 12/09/14, signed and sealed by Marlin D. DA71sen, P.0 ' • • 0 • • • •: • (Submitted under Xff#4#14-037 Z01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •' ; • • • ; 2) Uniform Static Air Pressure Test, Loading per F$C TAS 2,02-94: 3) Water Resistance Test, per FBC, TAS 202-94 • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09-0312.08) 3. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along h th marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 5, fGn, _oh 4, c, Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTTNUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09:03.12.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS Qj• ..„ 2) Cyclic Wind Pressure Loading per FBC, TA8:293-94'.......... along with marked -up drawings and installation diagram of a •Xf K*aluminum : • 0 • • : horizontal sliding window, prepared by Hurricane En&eerin *Vfestingiln*,� Tesf Report No. HETI-08-2228B, dated 01/15/09, signed and seale�by.Candido I'. Font, .: . • • P.E. (Submitted under lVdA#09 OUt 08) • • • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2M,'9: •. 2) Cyclic Wind Pressure Loading per FBC, T AS ;63 -94: • • • � • � • �" along with marked -up drawings and installation diagram of a"X,i7X;alumDauna horizontal sliding window, prepared by Hurricane Engineering & Testing,- Ine. Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA409-0312.08) 8. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5ei Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 15N_44111 zA.W Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E - 2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, eg on e eeeeee sees 07/04/18. • .. •sees. sees sees.. F. STATEMENTS see:** • sees.. 1. Statement letter of conformance, complying with FBC 5th EdiAri j2014),9MU1FBC*6th Edition (2017), and of no financial interest, dated October U:2417, prrparjd by ;;;• Farooq Corporation, signed and seated by Javad Abmad; P.E.- • s • 0000 sees:* G. OTHER •••••• 1. Notice of Acceptance No. 15-0728.05, issued to Eco Windo,4 Sy%t@ms, I;j,C J`or theft • • •; Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I'-•approved on 09/03/15 and expiring on 05/27/19. Sifang Zhao. P.E. Product Control Examiner NOA No. 17-11022.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE F z m DOWSIL 899 Z m 26 5 "CO8 io o F AWING / SUBMITTAL REVIEW ❑ APPROVED WITH CHANGES NOTED ESUBMR ❑ REJECTED: SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB SITES FOR TOLERANCES. CLEARANCES. QUANTITIES. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. COORDINATION OF HIS WORK WITH OTHER TRADES AND FULL COMPLIIW CE WITH CONTRACT DOCUMENTS. BY: G — DATE: SEP 2 5 2018 CSpace Architecture and Design Inc. SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 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 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. 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOWSIL 899 LU � / W / GLASS TYPE 'G1' ILL, GLASS TYPE 'G2' 1/8" TEMP. GLASS \ \,9/16" AIR SPACE �-1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. NUTTERS ARE NOT REQUIRED. SILICONE DOWSIL 899 li I� is I: II i! 34 7 -( SETTING BLOCKS AT LAM. GLASS ' *0 READ. FOR WIDTHS EXCEEDING 36"�Q NL�Y+ NOTCH GLAZING BEAD LEG TO - CLEAR BLOCKS ••••• • • CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS oROi f REVLWO W W=Pi7f&C Wits the Fiwii hridias Gads A•ccptaace No :1 31,743 Espiratiet Lwte__ 2 � 241.1 Ilk �11NF pHviniat Cn1�o1 IIIIIIIII/l� 1 - \CEN '•. { .70592 A �l 2018 A E OF s � (� 0 \II U w ro 0 I N_ Z co t, 3 0 Z 1-1M N ZQ w Q (L N O 3O` ON N W c U. V V N t OWN t� G aco S pug w 11111" •O J Z MQ•W Qwin2r v J • • ,n J • 1 O`a o .. . ao LJ 0 w•�• w V) w z N �— N r O) o= O O� L 0 w-1 Z 1 3� o Z} w 0 C,4 J it w N Ld aO M (sheet 1 of g )11 o U 39 3/4" MAX. 76" MAX. 37 3/16" MAX. 000 FRAME WIDTH FRAME WIDTH FRAME WIDTH po HEAD & SILL ANCHORS 'Z CIDj 12" AT STILE ENDS Z Z M 9z (4) AT 3" O.C. 12" 12" W a Q F � m 1 5" MAX. MAX. 5" MAX.MAX' 5" MAX.' Q d HEAD SILL j� HEAD HEAD SILL HEAD HEAD SILL HEAD C O / I A SILL / A SILL / F SILL 0 J N v CORNERS CORNERS �.' �� CORNERS tV I IJ 0 Uf=An V �ujd / \ 0 p 0 0 11 t] C 11 11 •• Q W /II \ II •• � Z Az•o LOCK OPTIONS / i E LOCK OPTIONS • • • • • .I � . r #1 OR #2 / II #1 OR #2 \ H 11 •••:• (OPTION 2 SHOWN) I I (OPTION 2 S�Q W = I I Q W Of F~ I— SEE SHEET 7.1 F- __-___= SEE SHEET 7.T w t FOR DESCRIPTION s / yN1 FOR DESCRIPTIOA X = /I� X • • • • w " w a '/Ir a m w a 'XI' a �••• _ •• • N O� w M 0) w co M I� /1 / Q c� 00 O I/ ai•••• �••�� <° 2 t0 co -� I ao w 1 i - • • • .J • I Q ¢-----LL---- 000 (V ¢ \ II l / II • • U i O •• � w•• • � \ II / II �— I �•••" Z cD r� /CB II II (�' O O O � \ / , m a °p 1 a Z 3 cz SO INACTIVE I I ACTIVE o Z �" o N J M cn cn w O 00 " SURFACE APPLIED 2 Z SURFACE APPLIED 2 SURFACE APPLIED Z w L j 000 m r FALSE MUNTINS OR 26 15/16" x FALSE MUNTINS OR 26 15/16" 26 15/16' " 'o FALSE MUNTINS OR 32 3/4- 0 a N DECORATIVE GRILL D.L. OPG. �O ci DECORATIVE GRILL D.L. OPG. D.L. OPG. DECORATIVE GRILL D.L. OPG. tO ' 00 MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37" MAX. N LEAF WIDTH LEAF WIDTH 2 U z U (X) (XX) (0) � fn = o^anW STAND ALONE SINGLE SIDELITE o W N W N a o � o w SEE SHEET 3 FOR CAPACITY v a k+ a N Q Q U 4) Z a Zi m o 2 it0buc f REVLWD tea ouetpFJ Z with the Fimida iri _0 m g�. C tG N N rn N �S• Q N 0 0 0 Aowptance and"film uste,�Z 93 > (� c a m U o w GLASS D.L.O. DIMS.hC+ �� ® AHD ��o D.L.O. HEIGHT = FRAME HEIGHTcr — 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125")/2 _ % — , L NOTE: J q� NOTE: GLASS CAPACITIES ON THIS SHEET ARE �® 81 cp .��` drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W � 2-08 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 ��oi ®Oly /rrr111tt1\` sheet 2 of 9 II / II II / II II E / I I / II II � ` � � _ � a_ O II I1�/ la. to � \ II II \ II I \ II \ /CII I� \ B \ ACTIVE I DOORS LOAD CAPACITY -PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 DOORS LOAD CAPACITY -PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37 98` 70.0 75.0 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 1 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 1 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 1 52.4 1 70.0 75.0 REINFORCING AS REQD. SEE CHART 39-3/4" MAX. (SINGLE) SIDELITE WIDTH 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" K a 0 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. g" (4) ANCHORS AT HEAD/SILL 12" 5" MAX. 3 MAX. HEAD/SILL TYP. -- (AHEAD CORNERS Y SILL I II II I I II fl I I II II I I H w O I 1/ �/ M/^ O K 0^0 LL. J Ii' f I II I I I l0 Li / l0 J 0 w -----it----- \---- I ----- I i / II \ II II II II II II \II LOKOP;111OS - II II i #1 OR/#2 \ 1 (0 TON 1 S 0 ) II II \ i i SE SHEET ll II II \ I I DESCRIFTIOP I I I \I I I �'- INACTIVE ACTNE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" 26 15/16" 26 15/16" D.L. OPG. D.L. OPG. D.L. OPG. 37" LEAF WIDTH SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX. 76" MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODLIC If REYiSW a9 a mplyiag with tlk Blob& guiding Co& Aoccptsuce No l $- d 3 •) Etpirstirlt Dnic,�� t C (ti o �0 U W ao 0 I' N Z co, n 3 0z m / M Q N Q 2 N I a a m o ON`O O M U L N X0- ij. 0 Oy~ Ohm 0'w7 0aco.� ///0yyy �•,�t r � • W?Q4 • •••� L'. W 0 (ASSv • ••••• � W m g IL •••• •• _ Im N• � •• • N IM • •� • �• Qv •• N N __" I «+ • • J • • O 0000 o Too*• • o a • • • • • V O N m Qz 'o U - } w z (n V ~ 3� N o O o L0 o 00 -' I Z 3� w 3 z} o g J f� w � Ld V) W oo M Z W U U 7 m W� m S 0 a O n n a o it o w 3�3 Q Q U Z a a U m :3m =) z m 0 UUp I 0 �GEN,gj . �I n v i N a 70592 \ ; t O U Y 20 q r : P] v U e ®'•. OF drawing no. 77�%1111111��\ sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION x i w � � a �x co= o rn 9 - o J w rn Eel 1/2" MIN. THROW BOLT PENETRATION (4 0 W E�+ W EDGE DIST. e s kly I I I I I I I I I I 1 I I IuI I I 1 1 I I I I I I I I I I I I I I I I I I� I J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING w a N GLAZING OPTIONS SEE SHEET 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING cr 0 W PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE uu W O 0 d N W \ w cn TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING IBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 f 4" DIA. ULTRACON BY ' ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY 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 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 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 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. METAL r EDGE DIST. / STRUCTURE w � � a O N W a w 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING x 0 m W Ir— ------ = =-----il MIAMI—DADE COUNTY APPROVED I I CLIPPED MULLION I I !:SEE SEPARATE II II L----------------J I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING (� [ 0 CJ 4 w °p 0 I _N Z C 0 z F �� a W Q a N O m Lu O N oW /0� V yj ei 0'0>m o 0 aca 0 S�A •� • • Q �LL • • L troyS • Z (Yi CCU W ••••• Qe W 2_ •••• ••••• — •°• 0 • 0 N • • 0 • 0 % • 00 ••••• • • W 1f) • • U O • • �• • • z p w w 00 0 1 `� 0 CO J ib Z }- m 4n Z ,Lj o 4n J M LLJ W wm Ln pit0Di1C f REVi00 W Z ��r� wit4 the Fiariia a �',�y �m2 Ww++ng OU a p n cn AecePa'uce No t N t�� C N N F ��o - -� •"S� a o it o w W o a Z Ncwmd U a a a a u aNi d a 0 �Dix=)Z (n N h h n DOOR DETAILS CN � AAA 4� o.70592 v` u • TE OF drawing no. �/1111 1sheet 4 of 9 1 /4" MAX. O SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING W 0 w 0 0 w IMETAL STRUCTURE SEE SPEC SHEET 4 TYPICAL A SE FOR CONCEALED FLUSH BOLTS 1/4" MAX. LEVERS AT STILE FACE 1 D SHIM ACTIVE LEAF EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY INACTIVE LEAF EXTERIOR 1BY WOOD BUCK • .N TYPICAL ANCHORS SEE ELEV. FOR SPACING PF- v LOCK OPTIONS # 1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 4 POINT LOCK ASSEMBLY ACTIVE LEAF DOOR DETAILS VRODUC f REYISP,fD w cmptying wild the F%00-kk boding Carlo AoM4sace No !E►pirslh� ih�te l �`t iVAFaltr' iltiir rct +CaNlel e O U w OD 0 I cV Z tc-c 3 0 FM N a W Z 1 N e R a a � so` o O �Q Lu U. Vhh v :2 Duo-M 0 ao 0a..4 �0�y g;: • • it Z J N • •• W �••IO • C7 t0 4c ••••• Z trf CL J 0000 .0 ••••• •• • 1/4" MAX. ' ' ' o0 to .•. cr- J • . g 00 • ro 00 • w 10 55 • • w 1 w } � w z (n Ncp c0 3 � m p 0 O u�i o 10-� Z 3w co w 0 3 Z� o ca No Ln LLJ w N Li oo m � IRS sheet 5 of k a a TYPICAL ANCHORS rIONS 1 RS FOR SPACING 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING N 0 METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX. SHIM . 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING . w O OH 1 /4" MAX. SHIM EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11 " O.C. MAX. D.L.O. EXTERIOR SIDELITE WIDTH 1BY WOOD BUCK v °p. 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING ° W . o REINFORCING AS REOD. SEE SHEET 3 LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH MAX. UNIT FRAME WIDTH VRODOC f REVISD ss canplyisg with the F%OoAk btuding Coda Aeceptance No 1 a3tel, I T, &+rk •s C.w�et SIDELITE DETAILS D.L.O. o w w a0 0 I N Z ti 3 0 2 / H w M m a I Q2 �" IL � a 2 0 W N M O t03 yujH 0 m o 0 a o a �°, 0 . MLL iF WA 30 J ztvfeui •••• • • eJ • • o rn v I • • OD • E •. • • • w �n • • U M w N Ld z (n � co 3 � 3 -n o p C� U) -j Ln Z � m g 3 zr o J M N W LLJ a00 m' EN��'® •, .70592 A. 2010 X, 1 T' OF ; ��OlIII111� (sheet 6 of g )1 ITEM N PART III REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - • • 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG ••••• 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG ••••• 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - •••' 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - •••• 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - • 16 E616 - SNAP COVER 6063-T6 - •�•• 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - • 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. '• 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAS 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. DRODUC f REVI" es emptying vt" tit F1tak balding CO& Acceptance No /� 13 F7.**dm Dat2tL344 III 6 is t % •�� afit .W c V►alact Caua ft o U w CO i N Z M j o A J FZ W M Q Q 2 a 000 o OWN LoN � U. 0�uh V OF A 0—m o 0 aca 0 uM a Mz W •ja U. Q W mm •� • N }�. . O J iJ • • � J • ,n o• • co �• . M int o ul V) rn r N O 0 C) 00 co �z M w OOP.. U ,r) w j E, W 00 m ( sheet 7 of 9 ) LOCKS: OPTION # 1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2). LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM / I I / I I / I / I / I / I / I I \ I \ I \ I I I ACTIVE HINGES: I I I I I I I I \ I , � , L11 I I I I INACTIVE ACTNE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 H:NGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 1 1-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS I / / ACTNE I 1L 4 INACTIVE ACTIVE !AULUC f REV19M as ampiying aitb the Fhwi/1 &owing Code Amptance N. I L-a3 .. le �E'i Amfoo pate�r t14� e11111111/�� e •KA 922018. uo �P U W 00 O 1 N Z M °r° Q F _ Z M N Q ca W I 41 C WN0 OV IL " It C N U. 0 m v M M o G IL G G .i �• Z j a w Z LL a Wml •I • O 2 7• • 0, J I ' • • � C J • I S00 • • 00 LLj W • • rOi WSW+ �• • v H � n S 3� 0 0 0� m (10 J Lo Z w 00 0 3 z CD co-, J w V Lr) Ld N W00 m N N O� a E. C.,0 0 0 ri t a_ N 0 of O M ~ a a � v° U v` u drawing no. W12-08 sheet 7.1 of 4.000 F078 625 1.625 4. I� 2.062 --� 1 DOOR FRAME HEAD/SILL 4.000 7 1.625 4.781 �j O SIDELITE TOP & BOTTOM FRAME F.078 r .329 Lf 1.812 2 FRAME COVER I r.687 .050 1.1197 IImo_ .154� 16 SNAP COVER r 1.500 .625 4.000 078 �772.097 DOOR FRAME JAMB 50 LEAF TOP/BOTTOM RAIL 7 1.507 1 LEAF HINGE STILE 5.344 4.000 2.681 I 1.750 1.507 .078 -' LEAF LOCK STILE 5.344 r .078 ,.1 1.750 84.000 ---�I 8 LEAF ASTRAGAL STILE .078 4.000 SIDELITE FRAME JAMB l7 8. 1 r- .519 rm .803 .045 1.047 I� 14 GLAZING BEAD 5/16" GLASS ►i j�.394 .803 -L-05 0 1.047 L �_.130 .803 .045 1.172 F� 1aA GLAZING BEAD I 15 GLAZING BEAD 7/16" GLASS INSUL. GLASS 9" BOTTOM RAIL 4A SIDELITE 9" BOTTOM FRAME i0 F1.500 1 312 .062 LEAF W'STRIP ADAPTER .094 312 .442 1.584 i2 LEAF ALIGNMENT BRACKET -�{ 375 I .125 E 13 LEAF CLAMP 9.000 HINGE BACK-UP PLATE 11.250 r �5 4.188 .078 tll 6 SIDELITE SLIP ON JAMB -�j.750 .281 I � 125 3.781 18 SIDELITE MULLION REINFORCING OR(3 UC C RIEYLIM "amptyiw with tht FWo it 6*ding Code Asceptsgct No jitpitVtm Oak (eeatwsB O U ` w 0 I N Z r0D• 3 0 z W Q O Dojo 0 ry M U it ry W. °L 0 cal OD h v °» FM S 0 IL 0 H . az cl .. Q W.R •30 •••..• Z ('fj.4. W Q W m H • .... .... sees a • Sj. . o u) • g co . • • vCj •• ad• • M z V) w • L0 N w !? F- co 3 N V) cD rn o O on 010 Z �L 0 3 Z> o co N J M co W O Onn N Lv co M Ci Ci m W U W W W w r 0 v 3$ x r x W 0 0 0 a 0 v z z z=) z •D N N 6 6 2 N 0 0 0 O p 0 0 \\\\\llllll//II N 70552 "' r a MAR I 2018 O O Y p�•, gA 8F drawing no. /I (sheet®11111\�\\e 8 of 9 (\ O 22 22 w 0 22 1 I N Z 01 / / = Z M N Q /�/ Q N d �o a W W dot LL ti y o;m Cjr mg o NJ i ••• � �Z J N • • • Q � 0 �i�•�i N •O 04 •••••• � 1Z1''II (M�•qaq W • • • • O •• •• •• pn • • • —1 LO • • • ao • • • W N • • • O vvvn i ��nm� vvi�i�u� • • v Z w w � w rn SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER a 00 in acoJ� Z 3i V- no 3 zr M w W o 0 0 �- U,nw ('onW°0m~I LEAF CORNER N N W L-5 W U C i 2 M m Z U O Q VI U O^ N N ORODUC r RGYLM O Ww ~ W O Wz~ 7i camplylill WNY an FAOW L W zo 6 W W Q ba6dlgg CWk Aaeeplaeee Na r-o' ; 3 y a U Z o. a U >� u��eszdG?ipzet`j ►fit Z �I,� i • (, L ,.� Y _N n_ m ie 1Ed [ik4 P uct Ce�ad iri C 0 O 0 1` N O N O O (/1 •- O a O o .- o ``% 1111111//// A. �GENs� • 'l4' % K 1 � I ` C \ r .70592 s OF drawing no. \ 111�`��\\ sheet g of 3 72" 111" WINDOW WIDTH WINDOW WIDTH 10 5/8" MAX. 4' 3 1/2" MAX. 43 1/2' MAX. HEAD SILL 00 HEAD/SILL 3" / p 3" � a z HEAD/SILL A CORNERS CORNERS 3\ v CORNERS 3 � I E r� 0 ` 2 '� 00_ 11 %/i. I4 11 %/ 111 4 � m �w O 1 rn i-iA1 TzOC-= =-- � ) M _=-IL� =11��I -==-�IL� -"- -T0 J to � co Ln c >NO 0 00 1�G1 II�1%II 11 I1 Z II �11 II II 3 I II II �I 11 �wN II II II II FALSE MUNTINS 31 1/4" \ 32 3/4" (SURFACE APPLIED) MAY BE USED D.L. OPG. D.L. OPG 35 3/8" VENT WIDTH FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. ...._._ _ _.,. LASS ricer, Inc.' STREN'D. GLASS SILICONE n DOW CORNING 899 ti GE SCS 2000 a z M z m iD 2 I. I� !n inry m )INTS ON UTES __.. A 36" ONLY GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090" Interloyer SentryClas By 'Kuraray America, Inc.' f--1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 Z m ul in g rn 29 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE I GLAZING OPTIONS 32 3/4" \ / 32 3/4" D.L OPG. D.L. OPG. 36 7/8" VENT WIDTH TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE t— 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE DOW 899 AT 1/4 POINTS 29 ALL SIZES GLASS TYPE 'C' ti C ❑ to LLI` m ECO—GUARD SERIES-200 ; ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS-2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING 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 2014 (5TH EDITION)/2017 (67H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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 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 2014/2017 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 (2) ANCHORS AT MTG. STILE ENDS TYP. --(4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH '*' ON SHEET 2 ONLY :E W Vl I ❑❑ o cW " Z o a cn it 65 3 Wy� K �0Qu X5ui Z ; W Lu _Ogg W a� 8 H(,-0 Ia� Z !��o rpe� o a aIL o La 0Nti 0'c ut+� pro�M 0 p 9I,Q 04 0R 0 ry W y d•R Z 01 a ID 46RM � • .• _j .• �' 00 N •) � • o sr• W - � LIP tn; � S O 0 p') n W 00 Z 1i w W En 1 p C,4 o U Lop W 002 ul LLj WATER INFILTRATION RESISTANCE ETC. 11 I: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, L i. AND TO BE REVIEWED BY BUILDING OFFICIAL. `,1LIl Ill tr�� im 29 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •� C � W M M � Y n v] a Z N N 0 OQ E O P a 0 o 0 '25N A OF rowing no. •........ ioP.••'�®fie` W09-121 ®0NAL esheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) WINDOW DIMS. A W/O REINK WITH REINF. GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8' 74" 26" (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1 /2' 37' 53-1/8" 74" 38-3/8" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70,0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74' 63" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48" 60" 72' (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 7D.0 80.0 6 70.0 80.0 8010 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36' 48" 60' 72' 6 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36" 48" 60" 72" 45) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 7D.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36' 48' 60' 72" 60) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 7D.0 80.0 8 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 so.o s7.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" ill" 26„ (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" ill" 38-3/8' (4) 9 70.0 80.0 1 80.0 90.0 70.0 80.0 12 70.0 80.0 80,0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" ill" 50-5/8 (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111 " (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 80.0 72" 84" 96" 108' 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108"1 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) Cy^'/- JL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY -PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111' �3) 9 70.0 80,0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80,0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 �� ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILLENviratimi Date, -I FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL.By A = N0. OF ANCHORS PER HEAD &SILL () = N0. OF ANCHORS PER JAMB (1/4w) (1/2w) (1/4w) J I Cf ER OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 `,,11119III//T�I, OF � ylP 1,0710lol� drawing no. W09-12 Ehee# 2 of 7 TYPICAL ANCHORS I BY SEE ELEV. WOOD BUCK FOR SPACING METAL d" STRUCTURE EDG6. DIST: EDGE DIST. t 17 o 7C 19 U) y ' 1 9 TYPICAL ANCHORS SEE ELEV. 7F!; ;! ;.• FOR SPACING milli 1111111111 11111111011111 3:I 1 W TYPICAL ANCHORS ANCHORS a . WOOD BUCK SEE ELEV. I 1 BY FOR SPACING W DIST. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. I TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1 /4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. p: a TYPICAL ANCHORS SEE ELEV. FOR SPACING V° XDISTLx,j N rn Z 0 ,� z o9°` 0 0 �v'sM �N VO>M Cf t9 Daa< TYPICAL ANCHORS Ix fA N 0 cq Ix z SEE FOR SPA ING z q) 0.• 1 • • •• WM2•W • WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW•• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. C • • • � • Oct ••• J I�p� i :••.p TYPICAL ANCHORS: SEE ELEV. FOR SPACING ... U1 LO 1 /4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) • 2!1 ; • • •ram• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) s u) • w THRU 1 BY BUCKS INTO CONC. OR BLOCKS (n 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) S O 0 M 0 DIRECTLY INTO CONCRETE OR BLOCKS � Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) "' 3 Z 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 0 cV J .. O 0 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) g W couj : INTO MIAMI—DADE COUNTY APPROVED MULLIONS W OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM. 1/8" THK. MIN. (6063—T5 MIN.) In C" STEEL: 1/8" THK. MIN. (I=y = 36 KSI MIN.) N o b (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o o b oc'I 0 � r r TYEICAL EDGE DISTANCE ti o 0 V � r r INTO CONCRETE AND MASONRY = 2-1/2" MIN. °' a 5 n If > > INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN, c WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. o o N ui CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. > 10 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. L_ ° o W AHt'�ii 0 'I VFSLjD as c,.v p?y ng wio file Fle;: ida 6 v° • v` u i eiI< sg �voyc?�r �•xYr.:afror: U #;Q ® •. Ti4TE OF drawing no. s-� ,,r - ••• • ��,.� W09-12 e I�•c� ? I�� 644� �� sheet 3 of 7 1 /4' MAX. �\ SHIM 'TYPICAL ANCHORS SEE ELEV. FOR SPACING --- SCREEN OPT. ---- � 20 --- '� 27 6 4 STEEL REINFORCING 11 METAL AS REQD. STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT 1/4" MAX. VENT WIDTH SHIM D.L. OPG. D a n - •' 20 .. 1 MIAMI—DADE COUNTY 1 /4- MAX. SHIMS t J 1 BY 5 WOOD BUCKS TYPICAL ANCHORS o e, FOR SPACING VENT WIDTH D.L. OPG. STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY 1 /4" MAX. SHIMS 1BY kl KS ANCHORS EV. ACING Ld W .r V Vo U W co 0 rn Z M Z Z a a ga �Cp g 0-1 o: 0 4 �Nm voL 0'&mM8 p M NH0 Qlla :' ^ , o• • op • • ,� C7 c0 � 1 M o. ..OM .4 ••• •© • • z in (� I— (0 J W C r QI I o0J1 al z - LL_ O r ZL o 0 CV J v L o: �ppjj® A� a i I N G No 70592 — 1'I�(}::c9CR TtFV ;E:r`sZ = ii .n �•�+=1.Rt Y(tt� ?i2Efi iii? i':ll('j s +'� — V r L'4lf6�O� s �;�pt a n b u ExPirafli"mN=.r, aSLZlltit a 01TEOF ••�/` drawing no. taxi a�i _E c:� i�! 1; ��1L sheet 4 of 7 EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS EDGE SEE ELEV. DIST. MIAMI-DADE COUNTY APPROVED FOR SPACING S EWSEP RA EU NON ANCHORS D' OA EDGE o..A•. ,.off I ,.o I DIST. X A I 8 z 28 z ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING (D ALT. TYPICAL ANCHORS _ \ TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1/4` MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING S , i d 1 1 f4" C 4 0 4JI a 'n C9 Q 4 W ' •d INSTALLATION DETAILS SMITH FLUSH FRAME ADAPTER O ALT. O W I rn .� 0 o 2 M Z W Q I O 0 `" O W l\ a 0 �ym v uP � paaa.� 0,0 Us •s •--. sees • • K • J • • 55 � ••• �/� ._ • V l Ill f • Q • W W • N �'0 S O oM 0 C Z 3 1p W 1p ONLLJ wO-v 00: N ........... a Pam. 5�2 _ PRODUCT REVISED O V X 'is c0yY IP . irlg vviin t1w Florida s W o r ticecatrt;e `ra�'7 i�pi. 3 Er�ni:�it7 Do-arD ll iEOF drawing no. �yif�� zh�,o %,�� ®0�:.•��®�,� W09--12 qs sheet 5 of 7 rarrQl�11 2.750 .813 Ia mil --I 3/16' 1.434 062 1.718 1.140� 12 11 O VENT TOP/BOTTOM RAIL STEEL REINFORCING FQ 1.140 -4 -1.610 �i FRAME HEAD 13.E O2 FRAME SILL 1.314 250 .340 .312 .062 O SILL TRACK .500 1.1871 T- - 7 .062 2.750 4 1�-� 1.687 0 MOV. FRAME JAMB 702 m I NIE, r8 JAMB STILE 2.063 - 1-1.250 .519� � �.130 .719 .045 .803 .045 .803 2.246 -�I 1.047 -I 1.047 10 GLAZING BEADS 1.140 -^ 9I 1.1 .062 I l -1.344 - [�7 MEETING RAIL I•�- 2.188 ---- 1.422 11 .062 1. 1 f---1.375 -I O FIXED MTG. RAIL ---1 .750 F -- 2.812 1 2.812 .062 2.750 1--.969 I}b-1.s85 O5 FIXED FRAME JAMB -2.688 .06 .Ofi2 .500 769 2.611 28 FLUSH FRAME ADAPTER ITEM PART QUANTITY DESCRIPTION MATERIAL MA"./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-TS - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON • 15 FY209 2/ VENT ROLLER BRASS •• 16 FY210 2/ VENT ROLLER PIN ST. STEEL - •• 17 #8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS • 18 J8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS • 19 W23181 AS REQD. FIN SEAL W STRIPPING - ULTRAFAB • • 20 030OT190 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65 5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 23 FL.B-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE • 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6053-T6 OPTIONAL 29 - 1 2/ LITE SETTING BLOCK EPDM DUROMETER 80f5 SHORE A --fir o m N I rn Z 03 �r W z W d a o cq o N M U IL N X a v �tnr�1 OPF 2 C 0.GO d O� Qz0 O Q W - y` d� ZcQ•� • W w $ • •••• • a ••••am • • •op ao • .. N • •LO LL • • e. N (0 co m cat O O N 0 Ln Q 3 z o 00 w W 0000 : EN PRODUCT REVISED a � ~ o 6 � aS O U L Y as ;n; yirc8 ;►:e'r. fi a Flnti�8rs e v n v o E OF !y . drawing no. Expiaation Date-a�Q % < 52i `.•° ®��` ey _ 5;1 ®- • .... ��•� W09 -12 T's t J 4{J ,��! I IIL 1 \1\% sheet 6 of 7 I 1 I 3 i 17 I I FIXED MTG.. RAIL CORNEi i-`s{i71' u--I' PE'VIs; D `c,S f,� ;?'ii lg'iaag 4YSkl ihl Florid, ArccE,uulc'2 i+n; (��c11j'0-.1'.7'._J1 Da40 fir?' .�� Z�►ao ',3i, Zvisfe Rr,;d"ct �.srryi o U W (V I 01 Q � N O 9 (4 U N �o Omu) rp 0 8 HONN W U0•9 - • 0(D•' ••• 4 W C1om �•I• • ••4100, •••• • r • .• • . ••co •••• °o • • V) •• • p� W• v •••• I—x. • V) `° w m C) co Z �LL- Zw o O cl .. T U o o J w LU 00 m H inns I 04 t" a Y o u � • � r drawing no. W09--12 0� `-I [sheet 7 of 7 �.! MecaWind Std v2.2.8.3 per ASCE 7-10 D,:voloped by MEGA Enterprises, Inc. Copyright www.mectentc.rp--vs.com Date 9/10/2018 Project No. Engineer Company Name True Designed By Engineer Address Address Description Description City City Customer Name Customer State State Proj Location Location !iie Locatior: C:\Us-rs\v--r:-\AppDit-3\koaming\MFceWin�3\D�fau.' wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category II Exposure Category C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft �•••�• Epsilon = 0.20 Zmin = 15.00 ft • ••• • •••••• Pitch of Roof = 4.444445 : 12 Slope of Roof(Theta) = 20.32 Deg • h: Mean Roof Ht 15.00 ft Type of Roof = GABLED 000000 0• 0000 RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 10.00 ft • •••••• OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit0••••• • • • Bldg Length Along Ridge = 85.00 ft Bldg Width Across Ridge= 50.00 ft •••• •••• i••••: •••• •••• ••••• Gust Factor Calculations •••••• • • •• Gust Factor Category I Rigid Structures - Simplified Method • • • ••••• • • • Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • • • • • • • • • • • • • Gast Factor Category II Rigid Structures - Complete Analysis • • • • ••••�• Zm: 0.6*Ht = 15.00 ft •••••• lzm: Cc*(33/Zm)^0.167 = 0.23 0 ••• • • • •••••• Lzm: 1*(Zm/33)^Epsilon = 427.06 ft •• • •• • • • •••••• Q:(1/(1+0.63*((B+Ht)/Lzm)A0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 ;ust Factor Eu-mary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = C.85 Kht: Topographic Factor (Figure 6-4) 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area - 4894.70 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 85 ft Wall (Normal to Ridge) All prcceurez show:. are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ----------------- ------------ Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------- ----------------------------- Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.31 -15.05 -2.83 Windward - Max Cp 0.17 -1.20 11.01 Leeward Norm to Ridge -0.60 -23.42 -11.20 Overhang Bot (Windward only) 0.80 23.08 23.08 4 J • , ' Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base talcs on Mean Ht Note (2) Wall & Roof Pressures = Qh+(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta- 20.3 Deg, h/1= 0.18 Note (6) Overhang bottom based upon windward wall Cp and GCpi - 0. MWFRS-Wall Pressures for Wind Normal to 50 ft wall (Along Ridge) All prescsrec shL m arc bated upon AS'- Dcaign, with a Lord Factor of .6 Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.36 -16.50 -4.28 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft ---------- - psf---------�i +/- i -------- Windward 20.00 0.90 1.00 0.80 36.06 18.41 30.63 34.91 Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 33.47 Roof - Dist from Windward Edge ----------------------------- Roof: 0.0 ft to 7.5 ft Roof: 7.5 ft to 15.0 ft Roof: 15.0 ft to 30.0 ft Roof: 30.0 ft to 85.0 ft CP Pressure Pressure +GCpi(psf)-GCpi(psf) ------------------------------ -0.90 -32.07 -19.86 -0.90 -32.07 -19.86 -0.50 -20.53 -8.32 -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shcwn are based upon AS' Daslgn, witt 3 Load Fi,.tor of .6 Width of Pressure Coefficient Zone "a" _ = 5.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- W1,2,15 6.16 4.21 25.9 4 C.93 -1.03 37.57 -40.96 w8 6.16 4.21 25.9 5 0.93 -1.25 37.57 -48.67 w3,10,13,14 3.08 4.21 13.0 4 0.96 -1.08 39.37 -42.77 w9 3.08 4.21 13.0 5 0.98 -1.36 39.37 -32.28 w4,5 2.08 3.08 6.4 4 1.00 -1.10 40.05 -43.45 w6 4.29 4.21 18.1 4 0.95 -1.G5 38.51 -41.91 w7 4.43 6.04 26.8 4 0.92 -1.02 37.49 -40.88 dl 6.00 7.00 42.0 4 0.89 -0.99 36.32 -39.71 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.002561V12'Khcc1Kht1Kd a 0.05 33.94 psf • •••••• •••• •••••• • •••• •••• • • •••••• •• • ••••• •• •• • •• •••••• • •••••• • • • • • • •••••• • • • • 000000 •• • of • • • •• •