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WS-18-3268Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-10-18-3268 1 — ,� Permit Type: Windows/Shutters fI t 1 Work•Clossiffcation: Window/Door Replacement Permit Status: Approved Issue Date:11/01/2018 1 Expiration: 04/23/2019 Parcel Number 175 NW 100 ST, Miami Shores, FL 33138 1131010230320 1. Contacts CHRISTIAN LANSER Owner CHRISTIAN LANSER Applicant 175 NW 100 ST, MIAMI SHORES, FL 33150 175 NW 100 ST, MIAMI SHORES, FL 33150 Other:3057724313 Other:3057724313 AP WELDING AND STEEL Contractor MANUFACTURER CORP JOSE ALONSO 4150 W 19 AVE, HIALEAH, FL 33012 Business: 3058254511 rcapwelding@gmail.com Description: REPLACEMENT OF EXISTING AND ADDITION Valuation: $ 12,000.00 Inspection Requests: WINDOWS (12) AND DOORS (3) Total Scl Feet: 609.00 305-762-4949 Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge '$2.40 Scanning Fee $3.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $275.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $275.10 Credit Card 11/01/2018 $275.10 Amount Due: $0.00 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 regulating construction and zoning) Futhermore, I authorize the above named contractor to do the work stated. zed Siq'Mif caner / Applicant / Contractor / Agent Date November 01, 2018 Page 2 of 2 BUILDING PER IT APPLICATION UILDING ❑ ELECTRIC Miami Shores Village Building Department CT 5 18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. A W — 24u Sub Permit No. W S 18 3Zb? ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11!Sr NW 10cp S l�'�� V City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: r ( p ) C (-�(Z\ej 1 (Pt1� INNS Phone#: OWNER: Name Fee Simple Titleholder Address: 1:1 S �V3 ( O 0 City: M(kn `J' *NL gr State: Zip: 331�SD Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: w�—A1tJ�i SST £RR'r- Al- (L ► thone#: 1� y Address: r 3�.�C� W ga �� �7 'C�-w --it City: State: Zip: 33 (ntfa Qualifier Name: ���% `'`�r� � � Phone#: :t! —aoy— `� State Certification or Registration #: �q G t51 ��— S� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ k a , 000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Rap �� 4 lb� S. i�Dl`Cl � i7� W tN�Ovo s � O�5 Specify color'of color thrij tiler ; Submittal Fee $ �' '' t to a'��K� permit Fee $ Scanning Fee $ `�'� Radon Fee $ _ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ T �^ J DBPR $ t . CO/CC $ . Notary $ Double Fee $ Bond $ / TOTAL FEE NOW DUE $ l (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip r , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrumentwasacknowledged before me this 2 day of 1(� , v G� 20 by CY 1 .who is personally known to 4r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: — — — — — Signature (�9� CONTRACTOR The foregoing instrument was acknowledged before me this Z3 day of 001Z) Y 20 (62 by OS (�G Q'Cl.E7►.� is personally known to mejor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: BETSY D. PEREZ Notary Public • State of Florida Commission # FF 182380 hh►6erarx�s�iwetsadvpt8#t91� ******************* londed th!o ,gh Ni Tonal Notary Assn. .111 M 1 19 Plans Examiner •.•�""; ••, BETSY D. PEREZ w`ti'•; 3aP` Notary Public - State of Florida • . ; •= Commission N FF 182380 , �► My Comm. Expires Apr 3, 2019 WAiWWQW41 W Structural Review ************ Zoning Clerk 1 (Revised02/24/2014) 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). Acknowledgement: allf gnature Date G'S-ZIAJ Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. _ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 0 3 SEE DETAIL 5/0 EwNan. (TYP) M-7) 2 SLAB E SEE DETAIL I/S.3 ZE DETAIL 115.3— 5 1 V S rAMLY EV9. CU-1 SEE' DETAIL 7/S2 /V-6, IV JAIME RESTREPO, P.E. 20 FL.LIC. NO. 71560 2125 BISCAYNE BLVD. SUITE 370 4 BEDROOM I MIAMI. FL 33137 - Ph: 786.773.3090 2 UG, ii ..,LEL*I3-VNGVD ZIA F F 7 LAUNDRY 12 7 -7' NEW WSTEIt t1 BATMOOM7 2, 17 1 IV-6 I I E 3. 3 F. No 15 CL CLOSET 2'- 10* MEN BATH •2 3 10- 9 23 1 2 1W G c, CLL, C15 KrTCI" 0 4.0 R CD L "nna LMNG IIOOM 3 `L FLIZ (NEW. -vou SEE DETAIL 7/S.3 Z 0 NEW 13,- 10* MASTER BEDROOM -FL BEDROOM 2 DETAIL 7/S.2 JSH 0 z K-13.WNGW F.F.4 9 ..... ..... '711- 9.00 -4' EQ1M 9. 9— 0— ME MAIL 1/S.3 • Oso, a 0 0 so ML. • N• PROPOSED FLOOR PLAY 01 BUIUOIN% __- 211/4"-1'-0" OVMER AkPOIFICATIO16 • • • so 0 L% D 10 PP� .0 1 > Do C)Ltc) c: C) F ��w loci D ;0 0 012 2- - C, 0 -s L-t v m4e-t t-IJ ooDmj < 7- Lk m -L -2 y to ZLf• C) TITLE DEMOLITION FLOOR 0 L+ Q. PLAN & PROPOSED 01 0 1` PROJECT —R -S L t It> I �P-i > 76104 --S L 6 MARCH 25, 2017 1> PiDA t 6 AS SHOWN I D I �0* A, G> —,T L-t b LA? 2-4 1 7 A,2 Mean Roof Height up to: All Trib reas Zone 4 Interior + -- 11, rCorner 15 ft +37.8 -41.0 +37.8 -50.6 20 ft +40.2 -43.6 +40.21-53.8 25 ft +42.1 -45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.71-58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 -52.8 +48.7 -65.2 55 ft +49.71-53.9 +49.7 -66.5 60 ft +50.6 -54.9 70 ft +47.8 -47.8 +47.8I-87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 ASCE 7-10 D.q$ign Wind Loads • 000 • • • ;'F *r WciU:�oviiponents & Cladding • • • Wind Pres4uie•;[ • f d =with a tress Design Froward, Palm Beach (Coast) Wind Speed: 1t01rgh. Exposure CatejjorY d' Miami -Dade • : Yvied'Spel; t. 175 mph •expo$ire*ategory'C' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner • ••• + • • -• 15 ft +45.9 -49.8 +V.9 -61.4• 20 ft +48.2I-52.3 +48.2-64.6 25 ft +50.1 -54.4 30 ft +51.7-56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 ft +55.5 -60.2 +55.5 t-72.8d45 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.51-62.4 +57.5 -77.0 60 ft +58.4 1-63.3 +58.4 70 ft +54.9'-54.9 +54.9 100.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 -57.3 +57.3 -105.1 100 ft +58.4 -58.4 +58.41-107.1 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.91-61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft +64.71-64.7 +64.7 -118.6 200 ft 1 +65.9 -65.9 +65.9 -120.8 L • Conforms to the Florida Building Code 5th Ed (2017). � • Tabulated design wind loads are based on ASCE 7-10 0 specifications for components and cladding based on design criteria as noted herein. • Where this document is used for permit, applicability of Cdesign criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the LU Z contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, Fl. 33432 All Triburary Are Mea Ri4f H*hC • • • • Interior Zone 5 Corner A ft• •+4a.11 43.4 +40.11-53.6 20 ft +42.6 -46.2 +42.6 -57.0 25 ft +44.61-48.4 +44.6-59.7 30 ft 1 +46.3 -50.3 +46.3-62.1 35 ft +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2-65.9 45 ft +50.5 -54.8 +50.5 -67.6 50 ft +51.6 -56.0 +51.6I-69.1 55 ft +52.7 -57.1 +52.7 -70.5 60 ft +53.61-58.2 +53.61-71.8 70 ft I +50.7 -50.7 +50.7 -92.9 80 ft +52.1'-52.1 I +52.1 -95.6 I 90 ft +53.5 -53.5 +53.5 -98.0 100 ft +54.7 -54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 160 ft +60.31-60.3 +60.31-110.6 180 ft +61.9 -61.9 +61.9 -113.4 200 ft +63.2 -63.2 +63.2 -115.9 • Wind Speeds noted above are ultimate design wind speeds (3-second gust). • Cities and/or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building dept. • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10". Round up to values shown • Wind pressures are applicable to all building floors. • Design is based on structure classification as Enclosed Bldg: REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Kzt = 1.0 Enclosed Bldg: Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +48.6 -52.7 +48.61-65.1 20 ft +51.1 -55.4 +51.1 -68.4 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8I-59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.91-81.6 60 ft +61.91-67.1 +61.9 -82.8 70 ft +58.2-58.2 +58.2I-106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.81-111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.9I-63.9 +63.9 -117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.11-67.1 +67.11-123.1 180 ft +68.5;-68.5 +68.5 -125.7 200 ft +69.8 -69.8 +69.8 -128.0 a a • Tabulated wind pressures are valid for all roof slopes; no 1< reduction for roof slope 5 10" has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum of [height x width] or [ht x ht / 3]. Round Zone 51 4 5 down to values shown. i i • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to the right, where the dimension "a" is the - - minimum of 10%of the building's least horizontal dimension Eave Height or 40% of the mean roof height, but never less than 3'-0" or Mean Roof Ht 4%of the least horizontal dimension. Peak Height • This spec ification s valid only for use with structures NOT located in the upper one-half of an isolated hill, ridge or wAi i ci cv9M escarpment. Copyright ©2018 Easy Seals GCpi = ±0.18 Kd = 0.85 Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + I - Zone 5 Corner + I - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.11-58.6 +54.11-72.4 25 ft +56.2 1-61.0 +56.2 -75.3 30 ft +58.0 -62.9 +58.0-77.7 35 ft +59.6 -64.6 +59.6 -79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4 -84.9 55 ft +64.5-69.9 +64.5-86.3 60 ft +65.4 -71.0 +65.4 1-87.6 70 ft +61.51-61.5 +61.5 -112.8 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 !-69.4 69.4 -127.2 160 ft +71.0 -71.0 P+71.0 -130.2 180 ft +72.5 -72.5 +72.5I-132.9 200 ft 1 +73.9 �-73.9 +73.9 -135.4 Valid only with engineer's signature & fgised seal 13 Christian Langley, P FL PE #67382 CA #31124 Document No. MORS M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONON BOARD AND CODE ADMMSTRATION DIVISIOI` NOTICE OF ACCEPTANCE (NO General Impact Glass & Windows, Corp. 290 West 78' Road Aialeah. FL 33014 SCOPE: 617HAg1T #. M -imi Sucre; Vila I BY RESOURCES (AER) V 1805 SW 26 DE"T 3j,_, ul IU Ce.hlFLIAICE WI rH ALL FEDERAL 5 r F , .J ull uN i e rill-S P.-JD RECULATONS t t F , - ` IE C UN i SEC�N 4 Room r6) 315-2 i 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 Gountry)� reserve tie nght to have this product or material tested for quality assurance purposes. If this product or mated fjt f&us to perform in the accepted manner, the manufacturer will incur the expense of such testitr8nd the "MI may immediately revoke, modify, or suspend the use of such product or material within t1ldit3tirisdictiori RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Gourit�•Produict•Coyitrol Section that this product or material fails to meet the requirements of the applicable build, * de a This product is approved as described herein, and has been designed to comply wiJ4#t�g•Floridb.$tdXl.ing Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "21000 High Impact" Aluminum Fixed Window — L.M.1. APPROVAL DOCUMENT: Drawing No.17-148, titled "Series 21000 High Impactfjx�%LaminjtA Glass Windows", sheets I through 9 of 9, dated 08/08/17, with revision #1 dated 08/08/17, prepard%la t • Tilteco, Inc., signed and sealed by Walter A. Tilsit, Jr., 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# 15-0622.12 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-1102.12 =MIAMIE-DADE COUNTY / �" Expiration Date: 02/17/2020 1 Z f 2$ JZo / 7 Approval Date: 12/28/2017 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 10-0104.03) 2. Drawing No 15-162 titled "Series 21000 High Impact Fixed Laminated Glass Windows", sheets 1 through 9 of 9, dated 06/04/15, with revision #1 dated 06/04/15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 :...:. 4) Large Missile Impact Test per FBC, TAS 2017-94• * • • 5) Cyclic Wind Pressure Loading per FBC, TAS•2Q;rj4 •...." 6) Forced Entry Test, per FBC 2411 3.2.1, TAS =94 • along with marked -up drawings and installation diagram of an alirnimqln fixrtl. •. window, prepared by Fenestration Testing Laboratory, Inc., Test Atbrt No.` " FTL-6058, dated 10/23/09, signed and sealed by Julio E. GonzaieFlyk •, (Submitted under NOA#10-0104.03) ...... C. CALCULATIONS ` 1. Anchor calculations and structural analysis, complying with FBC-Ib0% dated' • , • 11/12/09and updated on 06/04/15 to comply with FBC-5th Edition (2014), prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted partially tinder NOA#10-0104.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "ButaciteO PV 3 Glass Interlayer" dated 04/25/15, expiring on 12/11/16. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1102.12 Expiration Date: 02/17/2020 Approval Date: 12/28/2017 E-1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), dated June 16, 2015, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated November 3, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA#10-0104.03) 3. Laboratory compliance letter for Test Report No. FTL-6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#10-0104.03) G. OTHER : ••� •••••• 1. Notice of Acceptance No. 15-0116.01, issued to General Impact,Crl�.& WtndavAA, ...... Corp. for their Series "21000 High Impact" Aluminum Fixed Wi V70— L.M.I. - ; approved on 02/19/15 and expiring on 02/17/20. • • • • • • • • • ' .... . .. ..... . . 2. NEW EVIDENCE SUBMITTED • • • * : • A. DRAWINGS • 1. Drawing No. 17-148, titled "Series 21000 High Impact Fixed Laminated GIU,, • •"" �;. Windows", sheets 1 through 9 of 9, dated 08/08/17, with revision #l.dzted 08/08/17, :••••: prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr.,8P.11 • • • • B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61" Edition (2017), dated August 08, 2017, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. " /-) dL,4 .. 6ftelmyk Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1102.12 Expiration Date: 02/17/2020 Approval Date: 12/28/2017 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . GENERAL NOTES: I. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WE. �14•boWS ST{p1WIN4S}Y�` ON W&',VROQULII•APPROVJL pCUW;N .(PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE DESIGN iWINDOLOADS SHALL BE DETERMINED AS PEEDITION) OF THE FLORIDA BUILDING R�SECTION~462.0 OF 1HE ABOVE•MFMIIO ESI D,E�AN HA�CE `c10 AND SZONES HALL NOTE EXCEED 0T E MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS WDICATD ON NOTE 2 BELOW. • • • • • • • IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIR OND LOADS DETERMINED PLP ASCE 7 10 SHALL BE FIRST REDUCED TO A.S.D_ DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT NERSTRESSED, A 33% INCREASE IN ALLOWABLE SBtESS FOR WAND LOADS WAS bM USED IN THEIR ANALYSIS. FASTENERS SPAONG IN WOOD HAS BEEN DETERMINED IN ACCORDANCE NTH NOS 201 . ♦"�"_,�-*- THESE WINDOWS' ADEQUACY FOR IMPACT AND WAND RESISTANCE fR V Fl� Irk %OR&% WI➢ -I SECTIri! 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, CODE.2, & TAS-203, PER FiBNESfRATION TESTING LAB REPORT , 6 59 pI,ID DER FjUBfrTIE� SRUC1Ui4L CALCSLAT1ONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE 2 1MTG" ASD. DESIGN MES'S M gMNGS q.yII L F F A • • • • • • • • • PEROnLfiv a FO • • CitlLQilA FOR A)p�•gAr dFFFi7FNr a��_ 6 Ac 4L^1 ON TI M ^(� I THESE A 4. 5. THESE WINDOWS COMPLY WITH SECTIONS 2406.1. 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON SI M 2 OF THIS DRAWING 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER D'N 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 W YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS NOT BY GENERA_ IMPACT BASS & 1NNDONS, CORP. WOOD BUCKS MUST BE SOUTHERN PINE WITH G=0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF THE FLORIDA RULING CODE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 9. (A) TO EXISTING POURED CONCRETE: (Min. f'c - 2730 psi.), MIN. EDGE DISTANCE = 2 1/2". - 1/4"0 ULTRACON 1 1/4' MiN. EMBEDMENT. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT®), THRU 1' P.T. WOOD BUCK. (8) EXISTING 114 2 -1OLTRACON 11/MN EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT& THRU 1' P.T. WOOD BUCK. EXISTI G 2x OD (C) - 1/4"0 ULTRACO, 1 1/2' MIN. (ON. ADED O PENETRATION. EDGE MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (ODMpONENT®). (D) TO EXISTING MIN. 1/8' THICK ALUMINUM TUBE (6063-T5 ALLOY) MIN. EDGE DISTANCE = 1/2". - 1/4"0-14 TEX SCREW, MIN. 3/4' LONG, AS MANUFACTURED BY ITW BULDEX, INC. (COMPONENT (E) TO EXISTING MIN. 12 GAGE (0.1067 STEEL MEMBER (ASTM A-500, A-653 OR A-36) ON. EDGE DISTANCE - 1/4"0-14 TEK SCREW, ON. 3/4" LONG, AS WN UFACTURED BY TTI'/ BULDEX, INC. (COMPONENT®). 10. PROVIDE 1/4- MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. 12. WINDOWS' MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERA. IMPACT GLASS AND WINDOWS, COW HIALEA{. FLORIDA MWJI-DAUE COUNTY PRODUCT CONTROL APPROVED. 13. (A) THIS PAD. PREPARED BY TENS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAIATION INCLUDING LIFE SAFETY THIS C OF THIS PRODUCT, BASED ON THIS PAD.. PRONE HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OBTAIN DFfAfF,TI ON THIS Dr. MW--fr. CDy.-.�U� i1Y S; r-(AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MFANS. (0) SITE SPECIFIC PROJECTS SWILL BE PREPARED B1' A FLORIDA REGISTERED ENGINEER OR ARCHITECT.•tSEti \, WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE es cuc 1p!wiud w� h:l.•a Flon+Is RESPONSIBLE FOR THE PROPER USE OF THE PAD. ET4(ANfFR OF RECORD, ACTING AS DELEGATED nmlJlog C•xU- � ENGINEER TO THE PAD., SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REM EW, A,apt 1•h) - I o 2.) Z (E) ORIGINAL PAD. SHALL BEAR THEDATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. j MIAMI-DADE COUNTY BE USED TO OF FLORIDA, AW I E eidthJ ro al I I cl I ° frome width /r°me width y l I 6 1 al / P frome width e' frome widl F Filli E E E I Ip I I 'a' frome width °' frame width- * MAXIMUM A.S.D. DESIGN PRESSURE RATING (Psf) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING FIXED WINDOW SHAPE WITHIN SQUARE "a' x b" OR RECTANGLE "o' x "b' AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6, 7 Qf 6 FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS. E v FLORIDA BUILDING CODE (High Velocity Hurricane Zone °2017 PUEM Mc. SERIES 21000 HIGH IMPACT FIXED DRM" Dr: NO.44167 LAMINATED GLASS WINDOWS Cc non 1L E C O INC. HW M. >e Ra1O D6o TE17 y NYLEW, n. 3.101A • �• l \\\ 1lLlR 1=1N0 a ENODIEEWMO COMP,INYTqErxr (�) •``i \ alA! nw. X ( x — Pro. _ r/+m04 n P]IM 1 •. R(\\\ rn.:.: fxnUA��ivo. r.: (mNP1-+av iw.crse1�ui."°°ws 17-148 �'�1 r..•e.r•e::: �'_`lfVWn ••• U TE CO -OD06719 DWYnND Nr f WAITER A Mur Jr., P.E RORIDA tic..167 , a SWEET i Or 9 BRE GLAZING DETAIL FOR 10 W/ O GLAZING DETAIL FOR W/O . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 10 • • • • • �A • • • • u Soo F 0Mrc) 5/8 GLAS SITE • "I,,S ® 12'• �.C.• _GLAZING DETAIL FOR 10 W/ 3A u \-#10x1 1/4" S.M.S 0 12" O.C. GLAZING DETAIL FOR 0� W/ 3A GLAZING DUAL FOR r_1_AZING DnIML FOR W/ O OB W/ 3A GLAZING DETAILS SCALE 1/2" = 1" .' BILL OF MATERIALS Sub / DESCRIPTION DIMENSIONS h REMARKS MATERIAL 1FFRA E HEAD/SILL (2) REQUIRED 6063-T6 2 JAMB (2) REQUIRED 6063-T6 7G BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063-T6 G BEAD FOR CURVED AND COMBINATION CURVED/STRAIGHT FRAME WINDOWS (4) REQUIRED 6063-T6 • 4ER STRIPING, ULTRAFAB E-271 (4) AT GLAZING BEAD NEOPRENE 4AER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE 40ER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENE 5R FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REO'D. ------ STEEL STRUCTURAL SILICONE 5ORNING 995 ORNING 795------ STRUCTURAL SILICONE 7COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) ------ ------ SEALANT CARBON STEEL STEEL O 1/4"0 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED CONCRETE. HOLLOW BLOCK OR WOOD WALL REQ'D. SEE SCHEDULE M /4"0 ITW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) O 0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8"0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID -GLASS BITE ELEVATON FRANK LOWE RUBBEL, GASKET TLB-28, CLEAR. SILICONE 9A _ 0.211" HEIGHT BUMPER SPACER, CUT FROM 3/8"• SPHERE, CLEAR 3' FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB-38, CLEAR. SILICONE 1a 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER + 1/4" H.S. GLASS INTERLAYER BY: KURARAY AMERICA, INC. CUSS ® 0.484" (7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + 0.090" BUTACITEO PVB. INTERLAYER + 3/16" H.S. GLASS INTERLAYER BY: KURARAY AMERICA, INC. GLASS e® 0.326" (5/16" NOMINAL) LAMINATEDGLASS W/ 1/8" H.S. GLASS + 0.090" BUTACITE® PVB. INTERLAYER + 1/8" H.S. GLASS INTERLAYER BY: KURARAY AMERICA, INC. GLASS 7.eo3• .7&5" 312' 1.049'.955" .O80" .062" .312' .375' .357" �.062' .062" .062, 1.134' 1� FRAME HEAD & SILL 6063-T6 ALLOY 12' O.C. O EELA., ..,...' . io Mild mLIP-"�5 m,fi1 t11c Rulaue Moan � ?� Aearem ..h7� 0 / Zi �if� E.�yiratsn tTatay_Z GZo LF 4(, q� � ,� MIAM -DADS COUNTY P.E. SEAL NATURE/DATE 370" 1.129" .114' .815" .089" .06 1D.0' 050, 055' .481' (TYP.) .807" .120" .322" GLAZING BEAD FOR C6z" CURVED AND COMBINATION CURVED/STRAIGHT 3� GLAZING BEAD FOR FULLY FRAME WINDOWS STRAIGHT FRAME WINDOWS 6063-T6 ALLOY 6063-T6 ALLOY COMPONENTS SCALE 1/2" - I- FLORIDA BUILDING CODE (High Velocity Hurricane Zone; RN17 M ECO INC. SERIES 21000 HIGH IMPACT FIXED ORARN I7r. LAMINATED GLASS WINDOWS LC. KAYAK ti °°'DATE I L E C O, N o. .UT TC5 MO k ENONEERINO COMPANY S NA. Mmm AIIW 33014 P - (]07) 558-8103 FMC (SM) 556-OM A� .1e1 aNOe,f, Fl 111N Flti":I I �t-13]O. Im (ylplt-ISl1 UE „ `MIOO'13 Oi" 17•146 eRAWING N" OG719 EB-00WT WA FLO A i . JF., P.E. FL(R210t Lae. 44787 °S'�/� M1EET 2 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . -a- FRAME WID1 • • • • • • • • • SHORT SIDE• • • • • • • • • "a' FRAME WIDTH (SEE SCHEDUL; • • • • SHORT SIDE • • • • • • • (SEE SCHEDULE) 's", ,•,rDE• TAIL • 1/•9 •• •• A•/54�ry $' + •1 •• • • tD 0OR® 10 OR ® OR B•j 61 d / N I / W +Q DETAIL 1/9J CASE 1: RECTANGULAR SCALE: 1 /2"- 1'-0 "S"- MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR "a" FRAME WIDTH (SHORT SIDE), MAX c D.L.O. EN- �(a)VAND MAX. D.L.O. (b) SEE SCHEDULES ON SHEETS 6, 7 do 6. )or AROUND M+.) -a- FRAME WIDTH SHORT SIDE (SEE SCHEDULE) ©+ A'/5, D+ DETAIL 2/9 DETAIL �IL 2/9 + ARMIN!) ) I xl II I III At18 °AR01#!0°i ,W.) DETAIL 1/9-1"--UUt +© DETAIL 1/9 CASE 2: HALF ROUND TOP SCALE: 1 /2"=1'-0 TYPICAL EXTERIOR ELEVATIONS FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED G,IA WINDOW (SEE NOTE * ON SHEET''xtR JL CASE 3: EYEBROW SCALE: 1 /2"= V-0 t ✓ FLORIDA BUILDING CODE (High Velocity Hurricane Zone' pkODrtCt'rtPv!sGD j' exo,T TILTEW In. SERIES 21 GOO HIGH IMPACT FIXED ORA" BY: >w aysplyiog wiO,IM. FlOn;!a BIclding C<d A10. 441 LAMINATED GLASS WINDOWS L.C. pAeaepuLxr 7Vo oL.�2 ., 1 `` 'I` E C O 1MC. HWEST n'•° ROAD Q80° E" • 041 Ctr Zo ., •.. .. 1 , p "E ee (xa) S-eta? TUT OTESTING k ENOWEEMNO COMPANY FAX: (JOS) a5a-ee85 S �iP • 0:(pAm,-,�. 17-146 AA71-DADE COUNTY P.F HATE WALTE �RUTTLJ M, p,E iLORIOA Li.. "I � • SHEET 3 OF 9 .. .. . . . .. .. . . • . . . . . • . . . . •.• . . . . ... • • • • •• •• • • • • • • OR CONCRETE 1/8- MINIMUM WALL THICKNESS • • • • • 000 • • • OR CONCRETE MIN. BLOCK REO'D. • • • • • • .00 MW. THREADED ALUMINUM ALLOY 6060-TS WM11 HIµ E.D. • • • • • • • • IjNBEDMENi. DADE COUNTY APPROVED M(" (SEE NOTE 9/1) • • • • • • • • • • • IkEE 9/1) 8 1xP.T. WOOD BUCKS (SEE NNO E 9/1) O CONT. (TYP.) (UNDER SEPARATE APPRO✓AL) OR POURED CO (SEE NOTE 8/1) CONFSTEELORM MEMBER BY A500.5 SHALL '. �• \ CONFORM TO ASTM THE A657 � D CRETE BLOCK 1/4- MAX. OPTIONAL OR A36 WITH 12 GA 0.106 a------------------"�' ALUMINUM NYLON MINIMUM WALL TFIICKN(ESS. ______>�( y SHIM SPACE ANCHOR COVER 1/4- MAX. ({ N. ED. i 8,4 4(')• • • • • • • • _ Y SHIM SPACE 7 • • • • • • • SEE NOTE 9/1 5 1 •- 1 ••• • • • MIN. • •• 5 • EMBEDMENT. d aro 1/!' � : • • • • r•_',:k '• sEE NOTE 9/1)� t • • 0 icE • • • • • 1/4- MAX. I • ^ 3 7 CONT. SPACE . (TYP.) 7 a PTIONALALLIMINUMo 5 ANCHOR C/OVVEER J 3 8 8 N 5 MIN.. Yx4' P tO OR ® OR J WOOD BUCK 7 2 3 3 2 2 J .L.O. (a 7 2 2 2 rn BEYOND BEYOND "9s BEYOND BEYOND - a' FRAME WIDTH (OR SHORT SIDE. SEE SCHEDU , 1 to «, ®°R to DR ®DR EXTERIOR P.T. WOOD BULK r' (SEE NOTE 8/1) Q a OJ. 1iLLUMINUMMINIMUM ALLOY 80]THICKNESS T5MMA1 wo Q o DADE COUNTY APPROVED MULLION X i tD oa ® R (UNDER SEPARATE APPROVAL) OR W w0 10 OR ®OR SHIM SPACE / L . To BY OTHERS 5,3 !c/r/ CONFORM i0 ASTM A500, A6$J O7 CENT. Cr-.) r OR AS6 WITH 12 a1 (0.106-) ULX-Li MINIMUM WALL THICKNESS. 2 2 2 2 OPTIONAL BEYOND BEYOND BEYOND BEYOND ANCHOR /NYLON ANCHOR COVER Q t (TYP.) 5 D sA 5 I 3 I 5 — OPTIONAL _ t 3 ALUMINUM/NYLON Ci SEE'NOTE . tMAX. _ — _ ANCHOR COVER — �I SH9/1 IMM SPACE 7 (TYP.) � 7 MIN. THREADED 7 CONT. (Tv.) 10 �j 2 PENETRATION 1 4' Max. 1� (SEE NOTE 9/1) SHIM SPACE 3 MIN. 2'x4' P.T. -' -C.LD. (a 7 WOOD BUCK MN ER MIN. E.D. MIN. tea' FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE (SEE NOTE 9/1 8 EE NOTE 9/1) MBEOMENT. (SFE NOTE 9/1) OR LNG SECTION B-B OR CONCRETE BLOCK /•'...."--' •_ REO'D. 8 I aP.T. I I (SEE NOT RA. T/SCALE: 3/8•=1• i SECTION A -A ,�a ;�GEtisF: I FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRonucrrrvlsr�IVO. o:7 TILTE eS tGmplylr:G W+tIH lEO FTOgdA *�- 4167 mW WC. SERIES 2I000 HIGH IMPACT FIXED DRAWN BY: BuilAin3 (;ode * LAMINATED GLASS WINDOWS LC. i5 Aecrplanr.G No O Z - ! F F zeG w[sr 7e Ran CA/08/17 E+� iraJiOn fYa[e1�ZDZo �s'•. YC AAA IL E C O INC. HMLFAH, FL J 014 GATE R ? FP �3eY�[f �' 1� nwr TESTING • CIMMEERING eanANY RrANDic: (, m) ss�-em 1 . t ^i A• '••....•✓TT\ 4uf Rr. J� L Ta fW. yr M. cw.04. R JJtu t 5 V n.�.: xel� �amx -tvt 'r"f�j.c°�a%��'�a" •r..yrr,eumPxtrum 17-148 %I-- DRAWING H. MTAMI-DADS COUNTY P.E. �E4Rr EE-NX1067i9 °�^ f/ /DATE WALILTt A TLUT Jr., P.E H.D.D.lx. N167 . , SHEET 4 OF 9 I . ... . % . ... % .. .. . . . . . . . . . . . . ... . . . . .. . ... • • • • • • • • • • • RED CONCRETE OR CON OR CONCRETE • • • • • • • • • • MIN. BLOCK REO'D. 1/e' MINIMUM MALL WALL THICKNESS • • • • • • • • NUN. 1HREADED ALUMINUM ALLOY 8063-TS M \•L ED. • • • • • • • • wemMENT.PEN BADE COUNTY APPROVED NUWON (S¢ FDTE 9/1) • • • • i • • • • • • (.,EE 9/1) 8 1xP.T. WOOD BUCKS (SEE NOTE 9/i) O CONT. (7`rP.) (UDDER SEPARATE APPROVAL) OR POURED (SEE NOTE B/I) STETS MEMBER BY OTHERS SHALL CONFORM TO ASM A50.1 6') OR CONCRETE BLOCK 1/4• MAX. ANCHOR COVER 1/4' MAX. MI MU WITH 12 CK ESS. 7 rn a_____ ___________> RE0'U• SHIM SPACE ALUMINUM/NYLON UN/NYLON j\ MINIMUM WALL THICKNESS. IN. ED. (TYP-) SHIM SPACE , 8A tJ• • • • • • • • - 7 fEE NOTE 9/1 " • y • • • • • • • 5 1 +1I A9N. N • • f • • • • • • • 5 I r EMBEDMENT. O 12ro 1 • • • • • - SEE NOTE 9/1) 5rp�p'C"c • 1 •• SHE• •E •• • • •••,y 1/4"MAX. © 7 CONT. (IYP.) 7 SHIM SPACE m I .. I W OPDONAL _ _ 1 Y 8 ALUMINUM/NYLON DI 8 5 ANCHOR COVER (NP) 5 MW. 2'.4- P WOOD BUCK 10 OR ® OR 7 2 2 .LO. (9) 7 _ y 2 2 f 2 2 BEYOND BEYOND Pil BEYOND BEYOND a' FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE)-- ORto DR ®oR EXTERIOR 1' P.T. WOOD BUD( (SEE NOTE 8/1) U � 1/8' MINIMUM WALL THICKNESS J ALUMINUM ALLOY 6063-T5 MIAMI p p DADS COUNTY APPROVED MULLION 0 X r 10 oR ® oR I p 10 1/4' MAX. (UNDER SEPARATE APPROVAL) 0R N[AIBER BY 0T1£RS SF1A11 W O7 CONT. (Typ.) SHIM SPACECONFORDA ro ASTM A500. A653 ORA36WITH12 CA 0.106' z MINIMUM WALL THICKNESS. 2 2 OPTIONAL -'-)'1BEYOND BEYOND w BEYOND BEYOND AN. COVER P^ 1 •i (TYP.) !I MIN. 2.4' WOOD BUC IDL ED. DOE 9 1/4' MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) SEl^iIIVIV A' —At SCALE: 3/8'.1' MIN. E.D. d SEE NOTE 9/1 _.... .. _ 14 Ma.. 2 - I SPACE 7 EMBEDMEM. FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE E NOTE 9/I) SECTION B' - B' 8 I.T. WD00 p ?-- SEE NOTE [\ A. /�//,•., SCALE: 3/8'=1• t,• fir- ........., j• •._ • FLORIDA BUILDING CODE (High Velocity Hu cons Zone) PRCliUCT?.cYtSEC »' ry0. 44167 C2017 r,LTEC9 INC. SERIES 21000 HIGH IMPACT FIXED DRAWN BY.. Ts comldyi:.g..iL't;".ro Flnr.•3a eM 1 ina rc Nol o / 2 • ; * �• ' LAMINATED GLASS WINDOWS LC. WESTAc<c'eo ROAD�DAATEE ti /17 L•¢i lOs Pam By •.�" Il O • • - ,'tt•• \V IL E C O INC. v TIIJJT TESTINGi IN COMPANY /4 H�wrw, > 14 10 PNotNE (305) SU-a3Wo x/�(/�/�� . [' ��ElfCumrcl \\\ �� • wss N.w. s.u. s�, ss m rw�u cwows. n v1u rn.�.: (mle�lew�. .wcryr a�a�.ows •••.ee�msno=.twm 17-148 b.. _ s �� \11\ �.�Lre7n1-1v1 MIAMI-DADS COUNTY P.E. �fj/ AlE EB-0006719 WALTER A- MLR 9 P.E FLORIDAL . 44167 DRAWM0 N. SHEET 5 OF 9 ^a" "b" psf + psf I - 18' 18• 130 154 24" 130 154 30' 130 154 36' 130 154 42 130 1 154 48' 130 1 154 54" 130 154 60 130 154 66" 130 154 72' 130 154 7B' 130 154 130 154 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 1 154 120' 130 154 126' 130 - 15t 132' 130 1 154 138• 130 1 154 144' 130 154 150' 130 154 156" 130 154 162' 130 154 I68' 130 154 174- 130 154 180' 130 154 • • • • • • • • • • • • AUM FRAME TH " " ANJD LENGTH "b" VERSUS A.S.D. DESIGN PRESS • •�• s SOHEb U • •ALID FOR ALL SHAPES WITH GLASS 10 "a.. "bi is* •Psf 24' 24" 130 154 30' 130 154 36' 30-go 15 42' 130 ♦ •19,i6 01540 54" 1!3(1 4154 60' 130 154 66, 130 154 72" 130 154 78" 130 154 84' 130 154 90, 130 154 96" 130 154 102" 130 154 108" 130 154 114- 13r1 154 120" 130 154 126' 130 154 132' 1 130 154 138" 1 130 154 154 144" 130 150" 730 154 156' 130 154 162' 130 154 168" 130 154 174" 130 154 180 130 154 186, 130 154 154 192" 130 196" 130 154 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ MAX. DAYLIGHT OPENING (D.L.O.) Formula EACH END OF GLASS MAX. D.L.O. 02 + (3), 2O+ 3O (a) (SHORT SIDE) OR O + ®, O + "a"-3.526" MAX. D.L.O. OO ++OO (LONG SIDE) 1O + © OR + © b"-3.526" • Via^ "e'6 Psf. psf 30' 130 154 36" 154 1 / • 42" 130 154 I • 48' 1 lY1 154 1 • 54" jb 154 1 • 60, 130 154 66" 130 15" 72 30 154 78' 130 154 84- 130 154 90• 130 154 96 130 154 30, 102" 130 154 108" 130 154 114" 130 154 120' 130 154 126" 130 154 132" 130 154 138" 130 154 q 134 154 154 154 154 154 154 180" 130 154 186' 130 1 154 192" 130 154 196" 130 154 "b" psf psf + - 36' 130 154 42" 130 154 48' 130 154 54• 130 154 60' 130 154 66" 130 154 72' 130 154 78' 130 154 64" 130 154 36, 90' 130 154 96' 130 154 702" 130 154 108" 130 154 114' 130 154 120. 130 1 154 126" 130 151, 132" 130 154 Im. 130 154 144 130 154 150, 130 154 156" 130 154 162' 13. 154 166" 130 154 DIMENSIONS LEGEND-� •O. 1 •b• DLO (a) 0 `s T/ • PRODUCT PtVISED Rs a ..14yiry; xith 1Fx Flondc 0ui!di• , coa acceptance. vn � -) 0 2 . / Z By MI -DADE COII NTY P.E. No. *41a . NG "a" b" psf psf + - 42' 130 154 130 154 54" 130 154 60" 130 154 66" 130 154 72' 130 154 78" 130 154 84' 130 154 90, 130 154 42" 96' 130 154 102" 130 154 108' 130 154 114' 130 154 120' 130 154 126' 130 154 132' 130 154 138• 130 154 142" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78' 130 154 M. 84' 130 154 90' 330 154 95" 130 154 96' 130 154 102' 130 154 108' 130 154 114, 130 154 120' 130 154 125' 1J0 152 e N17 IUM INC. ILIECOIN.. "b" psf 11'42.5 54" 120.3 60- 120.3 66, 120.3 72' 120.3 78 120.3 54' 84, 120.3 142.5 90" 120.3 142.5 96' 120.3 142.5 102' 120.3 142.5 108' 120.3 142.5 111 120.3 139 60' 108.3 128.3 66" 108.3 128.3 72' 108.3 128.3 60. 78 108.3 128.3 78' 108.3 128.3 84' 108.3 128.3 90" 108.3 128.3 96' 108.3 128.3 100' 1 108.3 1 128.3 66" 98.5 116.67 72' 98.5 116.67 66. 78' 98.5 116.6 84" 98.5 116.6 90" 98.5 1116 72' 90.3 106.9 72• 78' 90.3 106.9 63' 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, SERIES 21000 HIGH IMPACT FIXED DRAWN W. LAMINATED GLASS WINDOWS LC. 290 w[sr 76 "1 08/Oe/17 HWEM. FL 3X14 DATE Pf1rm:: (30S) 566-1103 FAX: 305) xa-4446 rPa�.awoors """•ginara°"'Poc1m'^ 17-148 DRAWINO N. WET 6 Or 9 "b" psf psf + - 36' 130 154 42" 130 154 48' 130 154 54• 130 154 60' 130 154 66" 130 154 72' 130 154 78' 130 154 64" 130 154 36, 90' 130 154 96' 130 154 702" 130 154 108" 130 154 114' 130 154 120. 130 1 154 126" 130 151, 132" 130 154 Im. 130 154 144 130 154 150, 130 154 156" 130 154 162' 13. 154 166" 130 154 DIMENSIONS LEGEND-� •O. 1 •b• DLO (a) 0 `s T/ • PRODUCT PtVISED Rs a ..14yiry; xith 1Fx Flondc 0ui!di• , coa acceptance. vn � -) 0 2 . / Z By MI -DADE COII NTY P.E. No. *41a . NG "a" b" psf psf + - 42' 130 154 130 154 54" 130 154 60" 130 154 66" 130 154 72' 130 154 78" 130 154 84' 130 154 90, 130 154 42" 96' 130 154 102" 130 154 108' 130 154 114' 130 154 120' 130 154 126' 130 154 132' 130 154 138• 130 154 142" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78' 130 154 M. 84' 130 154 90' 330 154 95" 130 154 96' 130 154 102' 130 154 108' 130 154 114, 130 154 120' 130 154 125' 1J0 152 e N17 IUM INC. ILIECOIN.. "b" psf 11'42.5 54" 120.3 60- 120.3 66, 120.3 72' 120.3 78 120.3 54' 84, 120.3 142.5 90" 120.3 142.5 96' 120.3 142.5 102' 120.3 142.5 108' 120.3 142.5 111 120.3 139 60' 108.3 128.3 66" 108.3 128.3 72' 108.3 128.3 60. 78 108.3 128.3 78' 108.3 128.3 84' 108.3 128.3 90" 108.3 128.3 96' 108.3 128.3 100' 1 108.3 1 128.3 66" 98.5 116.67 72' 98.5 116.67 66. 78' 98.5 116.6 84" 98.5 116.6 90" 98.5 1116 72' 90.3 106.9 72• 78' 90.3 106.9 63' 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, SERIES 21000 HIGH IMPACT FIXED DRAWN W. LAMINATED GLASS WINDOWS LC. 290 w[sr 76 "1 08/Oe/17 HWEM. FL 3X14 DATE Pf1rm:: (30S) 566-1103 FAX: 305) xa-4446 rPa�.awoors """•ginara°"'Poc1m'^ 17-148 DRAWINO N. WET 6 Or 9 DIMENSIONS LEGEND-� •O. 1 •b• DLO (a) 0 `s T/ • PRODUCT PtVISED Rs a ..14yiry; xith 1Fx Flondc 0ui!di• , coa acceptance. vn � -) 0 2 . / Z By MI -DADE COII NTY P.E. No. *41a . NG "a" b" psf psf + - 42' 130 154 130 154 54" 130 154 60" 130 154 66" 130 154 72' 130 154 78" 130 154 84' 130 154 90, 130 154 42" 96' 130 154 102" 130 154 108' 130 154 114' 130 154 120' 130 154 126' 130 154 132' 130 154 138• 130 154 142" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78' 130 154 M. 84' 130 154 90' 330 154 95" 130 154 96' 130 154 102' 130 154 108' 130 154 114, 130 154 120' 130 154 125' 1J0 152 e N17 IUM INC. ILIECOIN.. "b" psf 11'42.5 54" 120.3 60- 120.3 66, 120.3 72' 120.3 78 120.3 54' 84, 120.3 142.5 90" 120.3 142.5 96' 120.3 142.5 102' 120.3 142.5 108' 120.3 142.5 111 120.3 139 60' 108.3 128.3 66" 108.3 128.3 72' 108.3 128.3 60. 78 108.3 128.3 78' 108.3 128.3 84' 108.3 128.3 90" 108.3 128.3 96' 108.3 128.3 100' 1 108.3 1 128.3 66" 98.5 116.67 72' 98.5 116.67 66. 78' 98.5 116.6 84" 98.5 116.6 90" 98.5 1116 72' 90.3 106.9 72• 78' 90.3 106.9 63' 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, SERIES 21000 HIGH IMPACT FIXED DRAWN W. LAMINATED GLASS WINDOWS LC. 290 w[sr 76 "1 08/Oe/17 HWEM. FL 3X14 DATE Pf1rm:: (30S) 566-1103 FAX: 305) xa-4446 rPa�.awoors """•ginara°"'Poc1m'^ 17-148 DRAWINO N. WET 6 Or 9 PRODUCT PtVISED Rs a ..14yiry; xith 1Fx Flondc 0ui!di• , coa acceptance. vn � -) 0 2 . / Z By MI -DADE COII NTY P.E. No. *41a . NG "a" b" psf psf + - 42' 130 154 130 154 54" 130 154 60" 130 154 66" 130 154 72' 130 154 78" 130 154 84' 130 154 90, 130 154 42" 96' 130 154 102" 130 154 108' 130 154 114' 130 154 120' 130 154 126' 130 154 132' 130 154 138• 130 154 142" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78' 130 154 M. 84' 130 154 90' 330 154 95" 130 154 96' 130 154 102' 130 154 108' 130 154 114, 130 154 120' 130 154 125' 1J0 152 e N17 IUM INC. ILIECOIN.. "b" psf 11'42.5 54" 120.3 60- 120.3 66, 120.3 72' 120.3 78 120.3 54' 84, 120.3 142.5 90" 120.3 142.5 96' 120.3 142.5 102' 120.3 142.5 108' 120.3 142.5 111 120.3 139 60' 108.3 128.3 66" 108.3 128.3 72' 108.3 128.3 60. 78 108.3 128.3 78' 108.3 128.3 84' 108.3 128.3 90" 108.3 128.3 96' 108.3 128.3 100' 1 108.3 1 128.3 66" 98.5 116.67 72' 98.5 116.67 66. 78' 98.5 116.6 84" 98.5 116.6 90" 98.5 1116 72' 90.3 106.9 72• 78' 90.3 106.9 63' 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, SERIES 21000 HIGH IMPACT FIXED DRAWN W. LAMINATED GLASS WINDOWS LC. 290 w[sr 76 "1 08/Oe/17 HWEM. FL 3X14 DATE Pf1rm:: (30S) 566-1103 FAX: 305) xa-4446 rPa�.awoors """•ginara°"'Poc1m'^ 17-148 DRAWINO N. WET 6 Or 9 e N17 IUM INC. ILIECOIN.. "b" psf 11'42.5 54" 120.3 60- 120.3 66, 120.3 72' 120.3 78 120.3 54' 84, 120.3 142.5 90" 120.3 142.5 96' 120.3 142.5 102' 120.3 142.5 108' 120.3 142.5 111 120.3 139 60' 108.3 128.3 66" 108.3 128.3 72' 108.3 128.3 60. 78 108.3 128.3 78' 108.3 128.3 84' 108.3 128.3 90" 108.3 128.3 96' 108.3 128.3 100' 1 108.3 1 128.3 66" 98.5 116.67 72' 98.5 116.67 66. 78' 98.5 116.6 84" 98.5 116.6 90" 98.5 1116 72' 90.3 106.9 72• 78' 90.3 106.9 63' 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, SERIES 21000 HIGH IMPACT FIXED DRAWN W. LAMINATED GLASS WINDOWS LC. 290 w[sr 76 "1 08/Oe/17 HWEM. FL 3X14 DATE Pf1rm:: (30S) 566-1103 FAX: 305) xa-4446 rPa�.awoors """•ginara°"'Poc1m'^ 17-148 DRAWINO N. WET 6 Or 9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone, SERIES 21000 HIGH IMPACT FIXED DRAWN W. LAMINATED GLASS WINDOWS LC. 290 w[sr 76 "1 08/Oe/17 HWEM. FL 3X14 DATE Pf1rm:: (30S) 566-1103 FAX: 305) xa-4446 rPa�.awoors """•ginara°"'Poc1m'^ 17-148 DRAWINO N. WET 6 Or 9 «a.. ••b" psf t psf - 18" 18' 90 90 74' 90 90 30 90 90 36' 90 90 42' 90 90 48' g0 90 54' 90 90 Be" d72' j9og.o 114' 90 90 120- 90 90 126' 90 90 132" 90 90 138' 90 90 144' 90 90 150" 90 90 156" 90 90 162- 90 90 168' 90 90 174' 90 90 IBO' 90 90 . . ... . . . ... .. .. . . . .. .. . : : : : • . ....... .... a.. .•b« psf + psf I - 24' 24' 90 g0 30" 090 •90• 36, 9S •�• 42' 90 • 0900 48' 90 90 54" g0 90 60' 90 90 66' 90 90 72' 90 90 78- 90 90 84' 90 90 90" 90 90 96" 90 90 102' 90 g0 108' 90 90 114' 90 90 120' 90 90 126" 90 90 132' 90 g0 138" 90 90 144' 90 90 IM 90 g0 156' 90 90 162" 90 90 68' 90 90 174" 90 90 180' 90 90 186' go 90 191' 90 90 AME WWDTH "al" ANO LENGTH "b" VERSUS A.S.D. DESIGN P .;S;-SCHEbULPALID FOR ALL SHAPES WITH GLASS MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ MAX. DAY LIGHT OPENING (D.LO.) Fon11111a EACH END OF GLASS MAX. D. L.O. O + 0 , 02 + 3O (SHO(a)RT SIDE) OR (�+©, q)+© «a«-3.526" MAX. D.L.O. 01 +Q3 ,Q1 +Q3 (b) (LONG SIDE) OR O + © , O1 + 3O "b"-3.526" «a.. «b« psf + psf - 1 1 • 1 • 1 1 • 1 • 30' 90 36" 90 90 42' 9♦ 90 46' 90 54' 90 90 60' 90 90 66" 90 gp 72 90 90 90 75' 90 84' 90 90 90' 90 90 96" 90 90 102' 90 90 90 90 90 go J12690 90 90 90 90 90 90 90 144' g0 90 150" 90 90 153" 90 90 158' 90 90 162' 90 90 68' g0 90 174• 90 1 90 179 90 1 90 „a« «b« psf psi 36" L 36- 90 90 42' 90 90 48" 90 90 54- 90 90 60' 90 90 66' 90 90 72- 90 g0 90 71 90 84- 90 90 90 90 90 96' 90 90 102' 90 90 108" 90 90 114' 90 90 120' 90 90 126- 90 90 132' 90 90 138" 90 90 99090 FILL 90 I 90 90 DIMENSIONS LEGEND) ^b^ DLO (a) }7' e O d a o PRODUCT C.vI Srt) as nRBDIymg µitb the viand. r1a 1e� s co-j5 Arn;smrce No EYpl�joa 7'1e lZo LIRE RATIN ..a« ,.b.. psf psf 42' 42" 90 90 48' 90 90 54' 90 90 60' 90 90 66- 90 90 72" 90 90 78' 90 90 84" 90 90 90' 90 90 96' 90 90 102' 90 90 108' 90 90 114' 90 90 120" 90 90 726" 90 90 130" 90 90 48' 48" 90 90 54" 90 go 60" 90 90 fib' 90 90 72' 90 90 78" 90 90 90 84" 90 g0' 90 90 95' 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 •• 44167 .2017 TILTEc0 INC. 7i9'7r ,14 ///•••--- � 11 T1LLR TZZMO sr! ENOMEEPoNO COMPANY vss N�rl. xm. sti m, WaGW awns. 0 vies F9-0OOfi719 a« ..b.. psf psf 54' 54" 83.3 83.3 60" 83.3 83.3 66' 93.3 83.3 72' 83.3 83.3 78' 83.3 1 83.3 84' 83.3 83.3 90' 833 83.3 96' 83.7 83.3 101' 83.3 83.3 60' 75 75 66' 75 75 72' 75 75 60" 76• 75 75 78' 75 75 84' 75 75 90' 75 75 66' 66" 68.2 68.2 72- 68.2 68.2 76" 68.2 68.2 78" 68.2 68.2 83' 68.2 68.2 72' 62r' 62.5 72' 76' 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zor SERIES 21000 HIGH IMPACT FIXED DRAWN BY. LAMINATED GLASS WINDOWS Lc. OEM mom 290 r 76 601D 08/00/17 HMILW. ti 33014 DATE PHONE: (305) 555-616.1 Wi (3m) 55a-b6a5 17-148 ORAMNa N4 +n SHECT 7 of 9 "b" psf + psf — 18" 18 75 75 24" 75 75 30' 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 75 60, 75 75 68" 75 75 72' 75 75 78' 75 75 84' 75 75 90" 75 75 96" 75 75 102' 75 75 108" 75 75 114" 75 75 120" 75 75 126' 75 75 132' 75 75 138' 75 75 144- 75 75 150' 75 75 156' 75 75 162" 75 75 168" 75 75 174' 75 75 180" 75 75 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MAXIMUM4FRAME•WIDI-Li "a" AND LENGTH "b" VI •: • A4 1@HE0LJ<iE VplL*ID FOR ALL „a•. "b., ps,• psf 24' 24' 1 75 75 30' 75 5 36' 75 • 75 • 42' 75 ;5 • 4a" 75 • • 75 • 54' 75 75 60" 75 75 66" 75 75 72' 75 75 78' 75 75 84' 75 75 90" 75 75 96' 75 75 102' 75 75 for 75 75 114' 75 75 120" 75 75 126" 75 75 132" 75 75 138' 75 75 144' 75 75 150" 75 75 156' 75 75 162" 75 75 168" 75 75 174 75 75 180' 75 75 185" 1 75 1 75 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ MAX. DAY LIGHT OPENING (D.L.O.) Formula EACH END OF GLASS MAX. D.L.O. O2 +(b),(0) +(�) (a) (SHORT SIDE) OR O © O + O "a"-3.526" MAX. D.L.O. 01 +O3 1Q+Q3 (b) (LONG SIDE) OR Q1 + ©, T + "b"-3.526" "b" psf psf • • • • 30. 30' D 3611k 75 750 75 75 42 75 • 75 48'• 54' 75 75 • 75 75 60' 75 75 66' 75 75 72' 75 75 78' 75 75 84" 75 75 9o• 75 75 96' 75 75 102' 75 75 108' 75 75 114' 75 75 120" 75 75 125' 74 74 132" 72 72 138' 71 71 144' 71 71 148- 70 70 S.D. DESIGN WITH GLASS "a" ^b^ psf psf 36- 36" 75 75 42' 75 75 'W.75 75 54' 75 75 60" 75 75 66' 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 74 74 102" 69 69 108 65 65 114" 62 62 20' 59 59 23' 58 58 DIMENSIONS LEGEND 'b" DLO (D) j rzon�.^'sFv)sEu a•. —4'.I7in3 •.'aLh clr F1oadD rvpt •ialpam �� y � 1%Y MIA - AD NO-U ' P.E. RATING "0" "b" psf psf 42' 42" 75 75 48" 75 75 54" 75 75 60' 75 75 66" 75 75 72' 75 75 78' 75 75 84' 75 75 9o" 75 75 9a' 69 69 102' 63 63 105" 61 61 "lot - 02017 la1ECo INC. IL ECOIN4:. .`\�L ,�4 nun EEsnNo • EXtlNE[IIelO Cell ( NS! Nam. A. ]1� VfA:14. 6 n "a" "b" psf + psf — 48' "a" 75 75 54" 75 75 60' 75 75 6a" 75 75 72" 75 75 78' 75 75 84" 75 75 90' 70 70 92' 69 69 54' 54' 69.4 69.4 60' 69.4 69.4 66' 69.4 69.4 72" 69.4 69.4 78' 69.4 69.4 82' 69.4 89.4 80' 60' 62.5 62.5 66' 62.5 1 62.5 72" 625 62.5 74" 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED o97ma1 er: LAMINATED GLASS WINDOWS LC. 290 >D HEST ROM Da/W1/17 N4lFW FL 33014 Don: AlonE: (3a5> file -filar 17-148 WAWNo N. .n SHEET 8 OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ••. .. .. ... .. .. • • • • •• • • • MAXIMUM ANCHOR SPA�I4: SCaDtJ,I_k "S': ••• SUBSTRATE I ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURES RATIDG HEr4D/$jLL .•• • • • • • Jw • CONCRETE OR BLOCK (SEE NME 9A Q 99/p 1/4"0 ULTRACON O8 75 or legs • • 2� p� • • 1 j 1040O.C. > 75 up to 90 gO.C. 9 1/" 2" O.C. > 90 u to 130 p 6 1/2" O.C. 6 1/2" O.C. > 130 up to 154 5 1/2" O.C. 5 1/2" O.C. WOOD (SEE "WE �h) 1/4 "0 ULTRACON 75 or less 9" O.C. 9 1/2" O.C. > 75 up to 90 8" O.C. 8" O.C. > 90 up to 130 5 1/2" O.C. 5 1/2" O.C. > 130 up to 154 4 1/2" O.C. 4 1/2" O.C. METAL (SEE rare 9o/1 a W/q 1/4"0 TEK SCREW 75 or less 9" O.C. 12" O.C. > 75 up to 90 9" O.C. 12" O.C. > 90 up to 130 8" O.C. 8" O.C. > 130 up to 154 7" O.C. 7" O.C. A. Tltlir AROUND SPOT WE ER-4043 TYPICAL O:►FRAME CONNECTION M DETAIL 2 ALL AROUND (TYP.) TYPICAL CORNER FRAME CONNECTION (TOP & BOTTOMI DETAIL 1 SCALE 3/4"=1" (2) #8 x 1" PH S.M.S. FLORIDA BUILDING CODE MIAMI-DADS 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 Alumina Distribution Center, LLC 14475 NW 26" Ave Opa Locka, FL 33054 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 Cpntroj Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rigWi7b Piave this• . •. • product or material tested for quality assurance purposes. If this product or material fails No perkrYn in tka accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immed4zttptj* revoke,odify, ot• • • • • suspend the use of such product or material within their jurisdiction. RER reserveS•tfit•fight to revoke thi:.,...; acceptance, if it is determined by Miami -Dade County Product Control Section that this product or m1ferialefails to • meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Fl• � • • • •uildi �d • • • P Pp Pl p Y p��� including the High Velocity Hurricane Zone. : 0 • • • • • DESCRIPTION: Series ADC-112556 Aluminum Outswing Doors w/wo Transom or sidelites-L.11��I, •; • • • • APPROVAL DOCUMENT: Drawing No. 17-151, titled "Series ADC- 112556 Aluminum Oat wing frejnc� Door � • • • w/wo Transom or Sidelites", sheets 1 through 24 of 24, dated 08/08/17, with revision 1 dated 08/08/l7,`ly;Pattd by • • Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., 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 Limitations: 1. See Design Pressure ratings (DP) in sheet 21 for single & double doors. See Doors w/ Transom or w/ sidelites VS max frame Height and max frame width in sheet 21. Lower Design Pressure shall control. 2. The total frame area of alternate sizes must not exceed 122.22 W for doors w/ sidelites and 82.22 ft' for double door w/Transom. Frame height for sidelites is 100" max. 3. Transom and vertical mullions have been analyzed at 49 PSF(ASD). See Sheet 22 for anchor schedule. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Cali, Colombia 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 #15-0409.07 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 Jorge M. Plasencia, P.E. NOA No. 17-1102.10 Expiration Date: October 08, 2020 1Z 2�k2"1l Approval .Date: January 04, 2018 Page I Alumina Distribution Center, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 15-250, titled "Series ADC-112556 High Impact Outswing French Door w/Transom or w/Sidelites", sheets 1 through 24 of 24, dated 09/28/15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 ' • • •' • 2) Uniform Static Air Pressure Test, Loading por l*Br_ TAS•292-94 •' 3) Water Resistance Test, per FBC, TAS 202-94 •; • • 60000 • • • • • • 4) Large Missile Impact Test per FBC, TAS 20f--W * :....: 5) Cyclic Wind Pressure Loading per FBC, TAI 20 94 ; 0 • �, • , • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS.:G104 .... .. ...' along with marked -up drawings and installation diagram of aluminum 4MLswing w%imnsem • • • • • • and doors w/Sidelites, prepared by Fenestration Testing lab, Inc., Test No. FTL-8131, dated 01/21/15, signed and sealed by Idalmis Ortega, P. E. ' ' ' ' 000000 Note: This report has an addendum letter dated AUG 07, 2015, issued by Fetestratiou Testing:' • •; C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (51h Edition), dated 03/06/15 and 08/25/15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, dated June 09, 2015, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Lab compliance as part of the above referenced test report. orge M. Plasencia, P.E. Pro act Control Unit Supervisor NOA No. 17-1102.10 Expiration Date: October 08, 2020 Approval Date: January 04, 2018 E-1 Alumina Distribution Center, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Test proposal 9 11-1141 (revised 07/23/14) approved by Jaime D. Gascon, P.E. 2. Distribution agreement dated 08/14/15 between Groupo Alumina, Colombia (manufacturer) and Aluminum Distribution Center, Opalocka (distributor), signed by Michael Gil, CFO and Mario Callejas, president, respectively on behalf of their companies. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • • • 1. Drawing No. 17-151, titled "Series ADC-112556 Aluminum dulswing Frejfdf floor w/wo Transom or Sidelites", sheets 1 through 24 of 24, dated OS/3777, with'revision 1 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed b'y.T�Tter A.1iflit, Jr., P.E. • • • It •••••• • ••• B. TESTS ' 1. None. •••••• • • C. CALCULATIONS • • • •.. •• • . L None. 00 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 Glass Interlayers", expiring on 07/08/19. F. STATEMENTS l . Statement letter of conformance to FBC 61 Edition (2017) dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. G. OTHER 1. This NOA revises 915-0409.07, expiring on 10/08/20. orge NL Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-1102.10 Expiration Date: October 08, 2020 E-2 Approval Date: January 04, 2018 GENERAL NOTES: 1. SERIES ADC-112556 ALUMINUM OUTSWING FRENCH DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SERIES ADC-112555 ALUM;NUM OUTSWING FRENCH DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODE. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED. WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT #8131 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. REMAINING COMPONENTS FOR THIS FRENCH DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2, 3 AND 4 OF THIS DRAWING. 3. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THIS PRODUCT—VALL BE AS SHOWN ON SHEET 21. SEE DOOR ELEVATIONS ON SHEETS 5 THRU 10 FOR QUALIFIED CONFIGURATIONS. 4. IHIS SERIES ADC-112556 ALUMINUM OUTSWING FRENCH DOOR WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE, 5. THIS SERIES ADC-112556 ALUMINUM OUTSVjLNG FRENCH DOOR IS APPROVED FOR AIR AND WATER INFILTRATION. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy=25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING, 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL .AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G=0.55. AND SHALL COMPLY WITH SECTIONS 241 1.3.3.3 & 2326 OF' THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. f'c = 2000 psi), MIN. EDGE DISTANCE (E.D.) = 3". — 1/4"0 TAPCON ANCHOR W/ 1 1/4' MIN. EMBEDMENT, AS MANUFACTURED BY (fW/BUILDEX, INC. (COMPONENT 22 ), THRU 1" P.T. WOOD BUCK ttj (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 3-. — 1/4"0 TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 22 ), THRU 1' P.T. WOOD BUCK. (C) TO EXISTING 2xP.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1-. — 1/4"0 TAPCON CHOR W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 22 ). (D) TO EXISTING MIN. 1/8" THiCK ALUMINUM TUBE (6063—T5 ALLOY) MIN. EDGE DISTANCE (E.D.) _ 1/2'. — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT �!2 ), FULLY ENGAGED. (E) TO EXISTING MIN, 12 GAGE STEEL MEMBER (MIN A-653 GRADE 33 OR A-36) MIN. EDGE DISTANCE (E.D.) = 1/2'. — 1/4-0-14 TEK SCREW, AS MANUFACTURED BY (TW/BUILDEX, INC. (COMPONENT �2 ), FULLY ENGAGED. 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM, WHEN ALLOWED BY THIS DRAWING. 11. DOORS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 12. ALL DOORS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEAL/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL LENGTH. 13. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 14. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (b) THIS P.A.D. VILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (c) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. PRODUCT REVISED P 9 -hft th• Fbrld• Bufl, Ong NOn-No. 17-1102.10 THIS DRAWING SHALL ONLY BE USED TO e:plr•D•n D•t• 10/08/2020 OBTAIN PERMITS IN THE STATE OF FLORIDA By 1j11 �,,,,,i�i•,,,, CQ /`� MI•m • redact C••trol `11111 �1 .�S�`''� i • • • • • • FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) r Nor44167 &• SERIFS f AL UMINUM�A,, BY OUTSWWG FRE/�� ALUMINA 1"7°B77-151 ",.Wa' al 00�1,9• .. aA•Nc We P.E. SEAL7SIGNAT8RE/DATE aD^ 6-410 v s¢rr 1 of N ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.753' 1.750" 0.115" 1 INACTIVE LOCK STILE . 6 ALLOY 0.653" 1 0.060 T - 2.000" 1.09� I I-•"- 2.842" 0.062" SILL & HEAD FRAME 6 OR & SIDELITE BOBJ-TB ALLOY • 0.125" 2.000' 1.750" ��-- 4.663."1 QACTIVE LOCK STILE � 60fi3-Tfi ALLOY 4.175"-"•-I 1�. { 0.080"J /,1HINGE & LOCK STILE '� 6063-Tfi ALLOY SIDELITE JAMB &TRANSOM INSERT `J BOBJ-T6 }CLOY 0.060' 0.760' 0.062" 0.388" 1567" � 1.517" GLAZING BEAD WEATHER STRIP ADAPTER LAMINATED-INSi1LATED-13/j6" 1 D -63-TS M.wY 1 1 2.090' RO.SOp" I� I " 1.750" 0.626 1.1, 1.684' 0.524" SCREW COVER FOR TRANSOM @STILE FOR SIDELITE PANEL 14 �63 T6 ALLOY �6063-T6 ALLOY 1 8'(TYP.) 9/ B. /4' /8"0 HOLE 3/4' 1 1 2' ��1 1/2 12 SHOOT BOLT GUIDE 8063-T6 ALUNaIUAI ANGIE COMPONENTS SCALE: 3/8"=1 " 1.750' S.D00" 6: I D" 0.080"J �,ZOP & BOTTOM RAIL 6063-T6 ALLOY '062" 0.875' " 7.594"1I�-- GLAZING ADAPTER FOR LAMINATED n & LAMINATED -INSULATED GLASS 6063-T6 ALA 0.760" O.O6Y I 1.505' GLAZING BEAD FOR 12 LAMI16 ALLNATOY SS- 7ED GLA/16" 6063- RO.500" -� 0.107" D.150 o^� 0.050"� 0.638' SCREW COVER FOR DOOR JAMB, ,�1 DOOR HEAD & SIDELITE JAMB 1 6 8063-TO ALLOY 0.093' 1.500" 2126I ' 0.626" 0.040' FRAME HEAD & JAMB SIDELITE & HEAD DOOR 8063-Tfi ALLOY 0.062' 0._35' 2 2.000' GLAZING ADAPTER SIDELITE & TRANSOM FOR GZLAMINATED & LAMINATED -INSULATED GLASS 6063-Tfi ALLOY PRODUCT REVISED AS temp" :with the Fterlda 1.093" •u[[01ng NoA- Nn 174102.10 0.428' 0.060" Expiration onto 1010812020 13 HEAD & SILL COVER PLATE N� n awnvw 8063-T6 ALLOY 0" (QUAL1.5ES 1. 0.125" 15" (TYP.) (Q IMI S %1RETAINER CLIP (U-CHANNEL) 6063-46 ALLOY 5' LONG • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • 0 • • ••• • • 2.0� o 00 3.750" 7.750' eo 2.000" o .1_ o 3.500" @EXTRUDED HINGES �`' 6067-Tfi ALLDT BILL OF MATERIALS CONT D COMPONENT DESCRIPTION MATERIAL 7/16" NOMINAL LAMINATED GLASS VJI 3/16" H.S. GLASS +0.090" OPVB INTERLAYER BY KURARAY AMERICA, INC. GLASS + 3/16" H.S. GLASS. 37 13/16" INSULATED -LAMINATED GLASS W/3116" TEMPERED GLASS OUT BOARD -1/4 ARGON SPACER + 3116 H.S. + 0.090" PVB INTERLAYER GLASS BY KURARAY AMERICA, INC. + 3/16" H.S. INBOARD MINAL [-- , 13/16" NOMINAL 0.030" THK. EXTERIOR 30 6063-T5 ALUMINUM EXTERIOR 37 /SPACER AL AROUND GLAZING DETAIL 1 AT 6 SCALE: 1/2"=1" HARDWARE SCHEDULE OPTION #t REQ'D HARDWARE AT DOUBLE DOORS REQ'D HARDWARE AT ACTIVE DOOR AT INACTIVE DOOR AT SINGLE DOORS TOP /TOP 33 33 TOP 33 1 BOTTOM BOTTOM BOTTOM AT 38" FROMI 3 ® AT 38" FROM N/A AT 38" FROM 3A BOTTOM BOTTOM BOTTOM TOP / 29 O TGP / 29P TOP / 29 O HOTTOM BOTTOM BOTTOM 2 AT 38" FROM 29 AT 38" FROM N/A AT 38" FROM 29 BOTTOM : HOTTOM BOTTOM GLAZING DETAIL 2 AT SCALE: 1 /2"=1 " PRODUCT REVISED mpry...��gg with the Florida BuYeing C. NOA-No. 17-1102.10 Explration Date 1010812020 ey Mlam ro nct Control �`•�[``Cr,�EY••yy `•'•'� • ND. 9qT67 �'• • G T <y • a� ' '� YYt �(CSit'• • �Q ''r; �ti It' • S ••.•••' f • :FLCR% OUILDINC CODE (HIGH VELOCFIY HURRICANE ZCNE) aon m>Fm, Nc SERIES ADC-1 ALUMINUM OUTSM14G FRENCH DOOR W/wo TRANSOk OR SIDELITES oaAeN By Cc. • i�L E C•O 11�c4 • 1< a cn rax lido rwar • •aaUui A lllLl•k. P.0 • rtaaw ue• 1 .107 ALUMINA DISTRIBUTION CENTER 14475 NOPA—L 2a M AYE OCKA, FL of/Gn/17 aA>F ORAN9YG Na v • • P.E. SEAL/SIGNATURE/DATE 1laET 4 t1F 24 • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • DOOR DOOR DOOR SASH WIDTH SASH WIDTH SASH WIDTH SEE SCHEDU (SEE SCHEDUL {SEE SCHEDUL SHEET 21) SHEET 21) SHEET 21) A/11, OR (LZPJ DETAIL 1 A/11, a OR DETAILt/24 (SIM. 4' (SEE SCHEDU /24 SHEET 22)TYP. (SIM.) „TYP. (SEE SCHEDU 11" SHEET 22 TYP. OR®* 11" 11"TYP. --� / OR 9 OR r DOOR (SEE SO.. MULE "S"(SEE SCHEDULE D.L.O.Wi TH D L O.WIDTH FRAME HEIGHT E I S�jEET 21) SHEET 22) DOOR E {SSHEETEE H21ULE (SEE SCHEDULE 5 {SEE SHEETV22DULE (SEE SCHEDULE I / FRAME HEIGHT ) ) ) SHEET 21) / (SEE SCHEDULE / \ dR OR DOOR SHEET 21) 7 / 2. \ aaa�hiii * SASH HEIGHT F OR DOOR D.L.O. ,EIGHT (SEE SCHEDULE OR Q* SASH HEIGHT (SEE SCHEDULE ® SHEET 21) D.L.O. HEIGHT / (SASH SCHEDULE \ 3 " (SEE SH2OULE / ® 3 " ®/ SHEET 21) SHEET 21) SHEET E .D/14/ \ \ / D/14 E E/1 i \ \ / / 5 ® OR y * / E/® ® X ` 5 7/8" X / X 5 7/8" 11" — / TYP. INACTIVE / ACTIVE r TYP. � 11" OR 4" 4" Fi _4" DETAIL 1/24 �5 1/E" A/11® 0. A/11®DOOR . DETAIL 1/24 (TYP. TOPTYP ) & (TYP. TOP & CLUSTER OF (4). (5) OR (6) 2® TYP. 80TTOM FRAME WIDTH BOTTOM) OR h(2- (SEE SCHEDULE SHEET 22 (SEE SCHEDUL TYP. TOP & BOTTOM SHEET 21) DOOR FRAME WIDTH TYPICAL EXTERIOR ELEVATION SEE SCHEDULE ON SHEET 4 (SEE SCHEDULE SHEET 21) SINGLE DOOR TYPICAL EXTERIOR ELEVATION PRODUCT REVISED n s c ftl r with tbo onaa DOUBLE DOOR Noma-Nr . ` 17-1102.10 Expiration Data rosrzozo i i"'�• • • • • • • • • h D1waa roaDct oatrD TYPICAL EXTERIOR ELEVATIONS FOR SINGLE & A. DOUBLE DOOR WJO TRANSOM NOR SIDELITES :' vesF�•��;= •••FLOWO• BUILDING CODE (HIGH VELOCRY HURRICANE ZONQ 3/a"=1'-D" NE. 441�7 eaon p P o we SERIES ADC-112556 ALUMINUM DRAWN BY OUTSWING FRENCH DOOR WV TRANSOM OF OR SIDELITES t�� •' IE tat • • ALUMINA DISTRIBUTION CENTER Ds/0e/17 Q' ••\v� TN.LiT T TING & EH �- t! •.... �'• �\ t+ E[ �4E�M0 CgIPANY 14473 NW 38 Ih AVE. DAT[ -. �nalnt•Fl1G*14 �T....."W•1�t'' - • 3-CPA-iDu(A, i_ •m�,r ;• 17-151 %mTEAT`ff P.E. D9AIMND No P.E. SEAL/SIGNA.TURE/DATE FLDADA — ! 44107 ww.. s�aEr s DP 24 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TRANSOM WIDTH (SEE SCHEDULE. SHEET 21) TYPJ�_/12®) 5 - 148" TRA HEIGHT(SEE SCHEDULE MAX. I BSEE HEIGHTSHEET SOM D.L.O. �T� SCHEDULESHEET 21)SHEET21) DEL 1/2111 D.LO.WIDTH SCHEDUL 21) OR _ 1 TOTAL FRAME I / HEIGHT D.L.O.WIDTH DOOR (SEESCHEDUL4 FRAME (SEE SCHEDULE HEIGHT E(1 ) SHEET 21) UH D.L.O. HEIGHT (SEE SCHEDULE \ ® " SHEET 21) 3 E \ , I 11" i TRANSOM WIDTH (SE SCHEDULE SHEET 21 5" TYP. BI1Z-I " OR I t" 4"_I �l l`-4"" 4 "S"(SEE SCHEDULE SHEET 22) U 0 � ® OR �A �R� � v* 148" _ 1 TOTAL TWSOM HEIHEDU SCHEDULE SHEET MAX.-1 FRAME HEIGHT F/�6 EE (SEE 21) SCAEDUt SHEET 21) DLZAIL i (Sim. (SEE SCHEDULE SHEET 21) © OR — _ _ F/16 "S"(SEE SCHEDULE SHEET 22) CLUSTER. OF 4) OR (6) © OR 2 (SEE SCHEDULE HEET 22) 1 " EE SCHEDULE HEI HEET 22) HT OR D.L.O.WI H D L O.WIDTH �\ OR 1z2AJ (SEE SCHEDU�LC DOOR (SEE SCHEDULE (SEE SCHEDULE FRAME (SEE SCHEDULE HEIGHT E SHEET 21) / SHEET �1) \ SHE 22 22) TYP. DOOR SHEET 21) I / \ "S"(SEE �* SASH HEIGHT (SEE SCHEDULE & OR OR * j� SHEESCHEDULE DOOR ) SASH HEIGHT SHEET 21) D.L.O. HEIGHT (SEE SCHEDULE & 3® 0T2 (SEE SCHEDULE SHEET SHEET 21) 21) EE/5 \ / E/15 OR g ® 7/8" X \ X / 5 7/. TYP• INACTIVE ACT)VE v P 4 yI DETAIL 1/24 �B/12� 5 1/8PRODUCT REVISED (TYP. TOP & DOOR TYP. as complying with the Florlda BOTTOM) •ulldlog Code SASH WIDTH Non -No. 17-1102.10 (SEE SCHEDUL E phatlon Data 10/08/2020 SHEET 21) ay DOOR Mi r-D product ontro FRAME WIDTH (SEE SCHEDULE -- SHEET 21) * SEE SCHEDULE ON SHEET 4 TYPICAL EXTERIOR ELEVATION SINGLE DOOR W% TRANSOM TYPICAL EXTERIOR ELEVATIONS FOR SINGLE & DOUBLE DOOR WZ TRANSOM -_ -- P.I- �4„ I 4" I DETAIL 1/24 B/1244TYP. yJ STyPB" (TYP. TOP & BOTTOM) DOOR DOOR LUSTER OF ( (5) OR SASH WIDTH SASH WIDTH (6) ©2 OR (SEE (SEE SCHEDUL (SEE SCHEDUL SCHEDULE S tET 22) SHEET 21) SHEET 21) DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21 �,,,,,,, • • • • • TWICAL •EXTkM ChEVATIO Rq• T'' ; D%ML6 1104R 3N TRANSOM \CENS� Ry9'�.: • • • • • • • FL:RID6 .JILDING CODE (HIGH VELOCITY HURRICANE ZONE) em,T m,ecu, rr SERIES ADC-112556 ALUMINUM DRAWN Br OlfTSWING FRENCH DOOR W/Wo TRANSOM LG • • OR SID_ rES • C 0 IAc. ALUMINA DISTRIBUTION CENTER 08/08/17 �fll�i'�\�� rtt, • .,swllTE n" m"` 0n."A r 144o75 MWW 26 th Ave eA E FVALl+ ^w vw".11!s:,wv d.os4-3,21 17-151 .......... to FL , • • • • WADER A 711tJ1�Jr. P.E ORAW'INC N. AL/SIGNATURE/DATE / 44,v SHEET a Of 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. (2) SIDELITES EA. SIDE - MAX. (2) SIDELITES EA. SIDE MAX. MAX. DOOR SASH WIDTH MAX. MAX. SASH WIDTH SASH WIDTH (SEE SCHEDUL SASH WIDTH SASH WIDTH (SEE SCHEDUL (SEE SCHEDULE -SHEET 21) (SEE SCHEDUL EI (SEE SCHEDU SHEET 21) SHEET 21) , SHEET 21) A/11 SHEET 21) 2 OR 2a C/13® DETAIL 1/24 4"TYP. (SIM.) -4"TYP. (SEE SCHEDUL r r' r r 1 ri SHEET 22) TYP. ��J D.LO.WIDTH /r.WIDTH / FRAME HEIGHT FOR DOORS O.LO.WIDTH (SEE SCHEDULE (SEE SCHEDUL SHEET 21) D.L.O.WIDTH (SEE SCHEDULECHEDULE D.L.O.WIDTH 'S" & SIDELITES SHEET 21) E 5F{EET 21)ET 21) (SEE SCHEDULE SEE SCHEDULE SHEET 21) (SEE SCHEDULE / SHEET 22) SHEET 21).* D.L.O. HEIGHT i © © /'� �R I ®* © DOOR &SIDELITE ® SASH HEIGHT (SEE SCHEDULE (SEE SCHEDULE SHEET 21) CR OR ® { 3 OR 3 OR SHEET 21) Eb. \@] G/17 G/17 ® 0 0 X 0 O P 7 .. S. C/13® DETAIL 1/24 A/11® P (TYP. TOP & BOTTOM) MAX. MAX. DOOR MAX. MAX. SIDELITE WIDTH SIDELITE WIDTH FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH SEE SCHEDUL (SEE SCHEDU (SEE SCHEDULE" --(SEE SCHEDUL -(SEE SCHEDUL SHEET 21) SHEET 21) SHEET 21) SHEET 21) SHEET 21) MAX. TOTAL FRAME WIDTH=176" * PRODUCT REVISED as complying With the Florida eoadinp code NOR -No. 17.1102.10 TYPICAL EXTERIOR ELEVATION OF Expiration Date 1010312020 SINGLEDOOR WZ SIDELIT•�S••• M • • • • • •• ad rotluct Colnro • • . • • • •'jE..p;•.• ✓,p e ff • • • • • FLERIDA BALDING CODE (HIGH VELOCITY HURRICANE ZONE) * SEE SCHEDULE ON SHEET 4 No. 441 �1� ^�xt •c SERIES ADC-112556 ALUMINUM OUTSWING FRENCH DOOR W/Wo TRANSOM D— t.c ** MAX. TOTAL FRAME AREA SHALL NOT EXCEED 122.2 Fr * OR SIDEIJTES pp''•�/ / 1��(� �t`� C + • • • i11c.• ALUMINA DISTRIBUTION CENTER 08/08/17 . G �•" Ile • fin, OPA054-A FL "n"Fr— Oyu. r"•-�(mrh�i-11 • .� m..... • 13os4-alzl 17-151 ...r/11 • . • • E // •E. DRAWING No Ms P.E. SEAL/SIGNATURE/DATE WALIER A Ap"' . P. TPN Jr RDPo°^ 44167 •Y°'r^ �' wcct 7 a u ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. (2) SIDELITES EA. SIDE MAX. (2) SIDELITES EA. SIDE MAX. MAX. DOOR DOOR MAX. MAX. SASH WIDTH (SEE SCHEDUL SASH WIDTH {SEE SCHEDUL SASH WIDTH SASH WIDTH (SEE SCHEDULE -(SEE SCHEDUL SASH WIDTH SASH WIDTH (SEE SCHEDULE— (SEE SCHEDUL SHEET C/13 21) SHEET 21) SHEET fi/11 21) SHEET 21) 4" SHEET 21) DETAIL 1/24 SHEET 21) OR TYP. (SIM.) "TYP. (SEE SCHEDU / SHEET 22) TYP. FHEIGHT D.L.O.WIDTH �OR 9 "S"(SEE FRAME FOR DOORS / D.L.O.WIDTH SCHEDULE (SEE SCHEDU: SHEET 21 D.L.O. TH (SEE EDULE D.L. .WIDTH (SEE S EDULE D.L.O.WIDTH (SEE SCHEDU SHEET 21) D.L.O.WIDTH / SCHEDULE SHEET 22 ) & SIDELITES (SEE E SH T 21) SHEET 1) (SEE SCHEDULE (SEE SCHEDULE SHEET 21) I E . SHEET 21) SHEET 21)" 2 D.L.O. HEIGHT © © ® ' OR ®3 *Ob © ® DOOR & SIDELITE SASH HEIGHT (SEE SCHEDULE . OR OR / (SEE SCHEDULE SHEET 21) SHEET 21 �5/� \ © 3 © I ® © H/18 E ® , 0 O ®OR 9 �f�Q* O!u H/18 X / WACTIV ACTNE 1" it 5" C/13® 5 J 11® CL STER OF (4 (5) OR (6) © OR (SEE DETAIL 1/24 { TOP & YP. 1/8" SCHEDULE SHE 22) TYP. BOO TTOM) MAX. SIDELITE WIDTH SCHEDUL MAX. TYP' TOP & BOTTOM SIDELITE WIDTH DOOR FRAME WIDTH MAX. SIDELITE WIDTH MAX. SIDELITE WIDTH (SEE (SEE SCHEDU (SEE SCHEDULE SHEET 21) (SEE SCHEDULE --(SEE SCHEDUL SHEET 21) SHEET 21) SHEET 21) SHEET 21) MAX. FRAME WIDTH=176" PRODUCT REVISED TYPICAL EXTERIOR ELEVATION OF as 0 cocwith the Florida a NDA�Io. 17-1102.10 DOUBLE DOOR WZ SIDELITES E ptratton Dot• 10103/2020 .......•1 • • • • • • • • • • Miami-7016 Ro uct control [O T /" __ • • • • • • • • `t1' •'• tt '•�,�CE •••., ✓� • • • • • • • • • • • • • FI&RIDA 8•ILDING CODE (HIGH VELOCITY HURRICANE ZONE) ' SEE SCHEDULE ON SHEET 4 •+ MAX. TOTAL FRAME AREA SHALL NOT EXCEED 122.2 FT' �` : • • • �` �d c \ NO. 441 elan n�Em, tc SERIES ADC-112556 ALUMINUM OUTSMNG FRENCH DOOR W/WD TRANSOM DOWN er • �_AO [1`}. • IIL e I c.• OR SIDELITES ALUMINA DISTRIBUTION CENTER 08/06/17 .•' �� 1t, ` •'1Wr TESTIt� t EN..EWING•G..P dY 14475 W 26 to AVE OAFL `4r/n 11• —�"-'(Y �A r.wgpe, `r�.:l•sA>i"ts ." (�wA-m�' ems40- OPA- FL ]3054-3121 17-151 Ai//// " • ••-Mrs • • • • • `EB-OnLUr • M.L�FIt A TWi k. �L ORAMO N. P.E. SEAL/SIGNATURE/DATE 1 4+1v SNER 6 6 t4 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FRAME 'HEIGHT FOR DOORS "S"(SEI & SIDELITES SHI (SEE SCHEDULE SHEET 2t)*** D.L.O. HEIGHT (SEE SCHEDULE SHEET 21) s 7/s"_ TYP. s1a TYP. DOOR SASH WIDTH EE SCHEDUL SHEET 21) A/11® ,4"TYP. D.LO.WIDTH (SEE SCHEDULE SHEET 21) ® 31" .\ I X � —MAX. (2) SIDELITES MAX. MAX. SASH WIDTH SASH WIDTH SEE SCHEDUL (SEE SCHEDUL SHEET 21) SHEET 21) DETAIL 1 /24 T C/13491 0-L.O.WIDTH D.L.O.WIDTH (SEE SCHEDULE (SEE SCHEDULE SHEET 21) SHEET 21) OR ®* OR LAM 141 DETAIL 1/24 C/13AI (TYP. TOP & 5" BOTTOM) TYP DOOR MAX. MAX. FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (SEE SCHEDUL (SEE SCHEDUL (SEE SCHEDUL SHEET 21) SHEET 21) SHEET 21) MAX. FRAME WIDTH=137 1/2" ** TYPICAL EXTERIOR ELEVATION OF SINGLE DOOR W% SIDELITES ** 3/8"=1'-0" ' SEE SCHEDULE ON SHEET 4 "• MAY.. TOTAL FRAME AREA SHALL NOT EXCEED 95.5 FT' P.E. 22 OR 22 (SEE SCHEDUIE SHEET 22) TYP. N0. SCHEDULE T 22) DOOR & SIDELITE SASH HEIGHT (SEE SCHEDULE SHEET 21) PRODUCT REVISED as com0 In Nth •ha Florida enttmn9 r, , NOA-too. 17-1102.10 Pxpiratbn Dote 1010812020 •3' MianO-1 a mduct Control MAX. (2) pm i \ I 0 + G X FRAME HEIGHT FOR DOORS & SIDELITES (SEE SCHEDULE SHEET 21)*** 137 1/2"*** ** QUALIFIES MIRROR CONFIGURATION TOO. A. -.. ••• R ''•,• + �•, F • • • • : FLrD4 Vft_ ING CODE (1410H VELOCRY HURRICANE ZONE) 4 omn nrEco, we SERIES ADC-1125 IB ALUMINUM oNANN �, OUTSWING FRENCH DOOR W/W0 TRANSOM * OR SIDELITES L.C. y? i ��� �'/� ` • • co Q Inc. • ALUMINA DISTRIBUTION CENTER 08/08/17 �DP '• L =1 r �.LR TES11N}t [NGIN NC OMPA �•tw. .,. •. Mnum•i n n4 Pi "i�.:;ril:"411 • 744]S NN M lh AVE OVA-LOCNA. FL 33054-su1 GATE "- t1P Il • • • •�-0006]19 • • 17-151 i �1i1'RE/DATE xuv w TI Ir , . P.E. n• OA Lk-4416! OrtAwxc Iw • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9NQ] 9 OF 24 "S"(SEE SCHEDULE FRAME HEIGHT SHEET 22 FOR DOORS & SIDELITES E (SEE SCHEDULE SHEET 21)*** HEIGHT (SEE SCHEDULE SHEET 21) 5 7/8" TYP. 5 1/8" TYP. DOOR SASH WIDTH (SEE SCHEDUL SHEET 21) A/11®I ®OR& D.LO. TF (SEES EDL SH 21) OR \® 3 ®OR g X INACTIVE DOOR SASH WIDTH EE SCHEDUL SHEET 21) _ a'• TYP. MAX. (2) SIDELITES EA. SIDE MAX. MAX. SASH WIDTH SASH WIDTH (SEE SCHEDU (SEE SCHEDUL SHEET 21) SHEET 21 DETAIL 1/24 C/13-4 L ,,—(SIM.) ! •—a"TYP. D. EE S. DTH LE D.L O.WIDTH I D.L.O.WIDTH SHEET 1) S 21 (SEE SCHEDULE (SEE SCHEDULE \ SHEET 21) SHEET 21) * R 6 �6 �7OR OR ° ACTIVE` III IIII I EE OR 22 (SEE SCHEDU SHEET 22) TYP, "S"(SEE SCHEDULE SHEET 22) DOD R & SIDELITE SASH HEIGHT (SEE SCHEDULE SHEET 21) PRODUCT REVISED ;:,co, , cuae'"I:n the ylorMa NOA-N.. 17-1102.10 E.pl-tl— D.f. 10/08,12020 i •y / MIamF-Dfdf Product C.nt-I MAX. (2) SIDELITES DOUBLE DOOR 1.4 CL STER OF (a (5) OR DETAIL '/2a (6) ® OR (SEE ( .TO& C/13® S. SCHEDULE SIT 22) TYF. BOTTOM) TYPE / \ TOP & BOTTOM MAY. MAX„ DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH f (SEE SCHEDULE SHEET 21) (SEE SCHEDUL (SEE SCHEDUL SHEET 21) SHEET 21) MAX. FRAME WIDTH=176" ** I o I o %\ /X FRAME (HEIGHT FOR DOORS & SIDELITES (SEE SCHEDULE SHEET 21)*'s TYPICAL EXTERIOR ELEVATION OF 176" *. DOUBLE DOOR WJ SIDELITES ** ,* QUALIFIES MIRROR CONFIGURATION TOO. �• ••• • t� �,�G 1 ,, •' ✓9 • • • • • •FL Dp pLILDING CODE HIGH VELOCITY HURRICANE ZD, SEE SCHEDULE ON SHEET 4 %VD. 4 : ' �s7 �,t�, SERIES ADC-112556 ALUMINUM DRAWN BY s=* MAX. TOTAL FRAME AREA SHALL NOT EXCEED 122.2 FT' �' i OUTSINING FRENCH DOOR W/Wo TRANSOM OR SIDELITES Lot Tt �V/ • • IL C O Trc. • rssnN a ENcwec ouPA ALUMINA DISTRIBUTION CENTER oe/o6/IT oAti — ('fr`-J�•*��� = -- Ify*- ; ' `�1` III` em y •o�y�y n A .1 0asast-2u1 t"75 NW 26 th ACE. LOCKA. FL 17151 �� i�///!/IfV • • • �R-pppRlt9 • • P.E. SEAL/SIGNATURE/DATE W/Ltp1 A ri i' P.E. nc�`U` � �"'v �^ n �RAWNG No SH¢rta oEts ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E.D. POURED CONCRETE (SEE NOTE 9/17 OR CONCRETE 22 BLOCK REQ'D. (SEE NOTE 9/1) DOOR EXTERIOR FRAME HEIGHT (SEE SCHEDULE SHEET 21) 12 (SHOWN) OR (SEE SHEET 4 36 (SHOWN) OR (SEE SHEET 4) @ (SH0W'N) OR 11 (SEE SHEET 4 DOOR SASH HEIGHT (SEE SCHEDULE SHEET 21) E.D. (SEE NOTE NOTE 9/1) 9/1) �22 (SEE NOTE {{� 9/1) 2x WOOD E.D. E.D. (SEE NOTE(SEE NOTE :11 UCKS (SEE 9/1) 9�1) ALUMINUM EVlBEDME7T�: '. NOTE '; 1x WOOD BUCKS (SEE OTES 8/i, OR STEEL MULLION BY 9/1):, OTES 8/1 , /1) OTHERS SEE 9/1) WAX. NOTE 9/1) 3131MAX0.?5 (TMP 11 HIM Is/e 1 1 ^eTYP' MAX? SHIM OR Q9 OR 33J4) 29 OR ®9 OR 33 29 OR OR 33 _-@ EXTERIOR5 EXTERIOR 21 5 J PRODUCT REVISED 0 compyhtg with the Florida Dtdidiog Code12 (SHOWN) OR r+at Me 17-1102.10 i 2 (SHOWN) OR 11 Expiration Date10/08/2020 (SEE SHEET (SEE SHEET 4)-\r 224 2 30(SEEOSCHEDUT 36 (S0 36 (SHOWN 1, 30 32 SHEET 21) OR (SEE SHEOR 7 4) 1 (SEE SH OR @ OR 33 3�31 0.250" MAX. SHIM "MIN. EMBEWENT POUR ED (SEE NOTE CONCRETE REQ'D. :, 'r.1 (SEE NOTE 9/1) E. (SEE NOTE 9/1) 22 POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE WOOD SUBSTRATE * ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE SECTION A -A Q DOOR SCALE: 3/8"=1" * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1x, 2x, NO WOOD 13UCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL MUSttT.V"IF'MS;S-MUCtWR4L ADOCACY. tl t'�Q�� R ../��� ; •• • • • • :LOWV%UILDING CODE (HIGH VELOCITY HURRICANE ZONE) d V ; \',CNSC�'••• 9 enn mac��E DC-112556 ALUMINUMNCH DDORW/WD TRANSOM vRAwR SIDELRES Cc. ISTRIBUTION CENTER DB/09/17 5 NW 26 th AVE. DATE PAAo0C�''27FL' �3`cS /({ TG tt� • • • ®-DDDa7, • 17-151 /t/ •••••L•• ilt W&MR A TLw Jr. P.E DRAMMO N. P.E. sE`7+tr15)�+� bJ ATE nauDA ur. a 44,a7 sNE[i II or 74 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (SEE NOTE 9/1T r -D s„)j- POUP.ED CONCRETE i;�� OR CONCRETE ate: Iz WOOD BLOCK REO'D. _ �.�a`c f }.;. BUCKS (SEE (SEE NOTE 9/1) OTES 8/1, I 9/1) SHEET 21) IXTERIOR DOOR FRAME HEIGHT (SEE SCHEDULE SHEET 2 1 ) SASH HEIGHT - LJ SEE SCHEDULE (`E SHF-7 4) SHEET 21) All D.L.O. HEIGHT (SEE SCHEDULE SHEET 21). EL'a 1 D.L.O. HEIGHT (SEE SCHEDULE SHEET 2 1 ) OR POURED (m �mc s/17 i CONCRETE REO'0.�' ... (SEE NOTE 9/1) --{ (SEE NOTE '!/I) 22 POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE a lOD (3E/N N( 99/t) ALUMINUM ' 8(SEEOTE SEE NOTE OR STEEL ULLION BY OTHERS (SEE NOTE 9/1) i© 1 min' �F7 2 JET ' ' e .r ALUMINWA MULLION OR TOP 11 BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF ix. 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLITION AT TOP OR BOTTOM. IN CASE THAT ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL MUST VERIFY ITS STRUCTURAL ADEOUALCY, SECTION B-B @ DOOR W% TRANSOM SCALE: 1/4"=1" PRODUCT REVISED as complying with the Florida 6ullding Code NOA-No. 17-1102.10 Expiration Date 1010812020 •y r • • • • • • • • • • • Mia i-pro uct Control III, • • • • • • • • 11 ••"•v�"j •i • • • • • 1rLORIDA•BUiLDMG CODE (H'CH VELOCITY HURRICANE ZONE • ryD. 44 f 8 * cmn T¢IECV. DID SERIES ADC-112556 ALUMINUM DRAYM ey ' OUTSWING FRENCH DOOR W/Wo TRANSOM O,fT Try (%�•i Q +• • IY E�i �1Rc� OR SIDELITES La ALUMINA DISTRIBUTION CENTER OR/oe/A FryD�f�•.• \!� 14t • O.[1 '•••.....•• \ V ' T T T No a ENo EER G Col ANY •l•w". •N. u. s.M4A del. �•AIW •'°"f. w` '7°"-1• td'• 14475 RW 26 th AVE OPA-LO C01' PL nou-s12t DATE + • • • • ER-0nwr .. Pi • WALTcR A PWf Jr 17-151 DRAM Me P.E. SEAL/SIG NATUP.E/DATE RMDl 1.11 1 .167 St¢R 12 ar t4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • POURED CONCRETE OR CONCRETE — BLOCK REQ'D. (SEE NOTE 9/1.) SIDELITE HEIGHT(SEE SCHEDULE SHEET 21). EXTERIOR @ (SHOWN) OR (SEE SHEET I SASH HEIGHT Q (SF (SEE OR 3 SCHEDULE (SEE SHE SHEET 21) I @ (SHOWN) OR (SEE SHEET 4 E.D. E.D. .>EE NOTE 9/1•j�SEE NOTE 9/1) 2 4 • IN. EM60NENT:- T' SEE NOTE 9 1 :• 0.250" MAX. SHI E.D. E.D. (SEE9/1) NOTE (SEE NOTE. g/1) 1 x WOOD 22 BUCKS (SEE NOTES 8/1, 9/1) IN, EAIDEDMENr orE a/1) EXTERIOR @ (SHOWN) 0 (SEE SHEET D.L.O. HEIGHT (SEE SCHEDULE @ (SHOWN SHEET 21) OR 36 I (SEE SHEET 0.250" 1X. SHIM •"NIN. EN9 DMENT ,.1 1•/Z". POURED (SEE NOTE 9/1) CONCRETE REQ'D. '� (SEE NOTE 9/1) y 22 E. . (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE RIOCK SUBSTRATE 0.250" MAX. SH' E.D. E.D. 2x WOOD (SEE NOTE (SEE NOTE ALUMINUM BUCKS (SEE 9/1) 9/1) OR STEEL NOTES 8/1, MULLION BY 9/1) OTHERS (SEE NOTE ( 9/1) 0.250" MAX. SHI $ I U EXTERIOR 8 I 0 PRODUCT REVISED i as comPly12 with No Florida •uliding Cod• Noa-+ao. 17.1102.10 R i g I r 11 (SHOWN) OR 12 Enpl-tlon Data 10108/2020 4 2 (SEE SHEET 4) 4 32 BY product Control 4 30 0 (SHOWN) 0 OR 36 4 WOOD SUBSTRATE * (SEE SHEET 4) ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE SECTION C-C @ SIDELITES SCALE: 3/8"=1" * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL MUST VERIFY ITS STRUCTURAL ADEQUACY. t, \A,At �� • F� y i ;• • • • • *LCRIOA •9UILOING CODE (HIGH VELOCITY HURRICANE ZONE) NO, T67 SE.RES ADC-112556 ALUMINUM e2on mF�, eic Dteanx gr OUTSWING FRENCH DOOR W/WO TRANSOM �.� OR SIDEUTES `: a[7y `tv���� •• �i•�•1Nc. ALUMINA DISTRIBUTION CENTER 08/00/17 n 'R' V It i1LLfi T[S�NG t flIWI�EAI c ,Ui•/ 14475 MV 25 th AVE, OA- VS � �1 Vi •w 0. M, wNa,,�+� r•.in of OPA-LOCKA FL r.i' '• • v054-3121 17 �''a� iiiir�r+lt • • • ®-dtroe7ts • NALIFR A mJr Jr. P.E P.E. SEAL/SIGNATURE, BOOK"` t>< f i416T `� ^' Dw,Mgc no ' sxccr to a t4 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21 MIN. DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) EMBEDMENT (SEE NOTE 9/1) 5 16 D.L.o.wIDrH (SEE NOTE 9/1) (SEE SCHEDULE SHEET /I I? �� I 21) E.D. (SEE NOTE 9/1) 2x WOOD BUCKS SEE 3t 2 @ (SHOWN) OR 11 (SEE SHEET 4) 36 (SHOWN) U J NOTES 8/1, 0.25" 9/1) MAX. SHIM OR ( (SEE SHEET 4) , of WOOD SUBSTRATE * EXTERIOR (SEE 12"FROM EA END TOP & BOTTOM 4) OR g* 38' 1x WOOD BUCKS (SEE NOTES 8/1, 9/1) MIN. j =MBEDMENT I (SEE NOTE E.D. g/1) (SEE NOTE • f� E.D. (SEE NOTE 9/1) L__j POURED CONCRETE OR _ 0 25" CONCRETE BLOCK REO'D. MAX. SHIM (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE K SUBSTRATE * PRODUCT REVISED as complying with the Florida Building cod. MCA-N.. 17-1102.1 D Bapirstion Dab IW0812020 m MlamT-0�Prod=t Control E.D. ° .5U (SEE NOTE 9�1) 36 (SHOWN) * JAMB MOUNTING INSTALLATIONS INTO );4 SUBSTRATES, BY MEANS OF ix, 2x E E (SEE SHEET 4} `,HOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO E.D. I SUIT ANY INSTALLATION AT JAMBS. (SEE N( 9/1) ALUMINUM I OR STEEL MULLION BY i2 SHOWN) OR 31 &S i OTHERS (SEE MAX. 23 ( SHEET 4� ) NOTE 9/1) EXTERIOR ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE SECTION D-D @ SINGLE DOOR SCALE: 3/8"=1" ** SEE SCHEDULE ON SHEET 4. t \�, %•� �,��1Fsl�s yW`� • is OBID 00JILDLVG CODE (HIGH VELOWY HURRICANE ZONE NO.44 omn Turco ac SERIES ADC-112556 ALUNIMM OJUNN B. �� i�(•tilNe� WMMNG FRENCH DOOR W/Wo TPANSOM OR SIDELRES LQ • `� i i ALUMINA DISTRIBUTION CENTER 08/08/17 - - !�aAIDr�' �` • TM1LT TE ING a EN E IC LO JIATE �� 'rt i ,• ss•w. `4 seJ►n, timve.•"mon, • ynr • " 7 1' s. j� <"-'�'• • • 1+475 N'N 26 ih AVE. OPA-LOCKA• FL. 33054-3121 17-151 '�•Ii////I �JI • P.E. SEAL/SIGNATURE/DATE WAITD, A TALK J.. PM 8D"iO` ur. 1 U1Q ~' OPAWM N. "' •,EU 14 cr 24 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • • 0% • • DOOR FRAME WIDTH 0.25" (SEE SCHEDULE SHEET 21) MAX. SHIM DOOR SASH WIDTH 0.25" 1 x WOOD BUCKS DOOR SASH WIDTH MAX SHIM MIN. (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE NOTES 8/1, EMBEDMENT (SEE NOTE D.L.O.WIDTH 5 33 AT 12"FROM EASEE. END D.L.O.WIDTH 16 9/1( , 22 16 SCHEDULE 0 TO y BOTTOM 3 OR 29 (SEE 5 f �• SCHEDULE 2 MIN. E.D. 6 3 SHEET 21) SHEET 21) 2 EMBEDMENT (SEE NOTE 20 1 U 38'/ BOTTOM 3 (SEE NOTE 9/1) 8 30 2 I 20 Y < 9/1) �2 E.D. L 8 © 30 24 Q 20 8 32 ( (SEE NOTE 9/1) E.D. (SEE NOTE - E.D. (SEE NOTE 9/1) 24 12 24 12 SHOWN) OR 11 12 (SHOWN) OR 11 24 �( E 0 31 (SEE SHEET 4) 3 (SEE SH IET 4) 31 BUCKS (SEE EL 2 36 SHOWN AT 12'FROM EA. 36 3O}SEE SHEEP 4 pa �URED CONCRETE ( ( END 0 TOP & ) OR CONCRETE NOTES 8/1, OR 0 INACTIVE BOTTOM ACTIVE 0.25' 9/1) (SEE SHEET 4) DOOR OR ' DOOR -MAX. SHIM BLOCK REO'D. 29 WOOD SUBSTRA * (SEE NOTE 9/1) EXTERIOR POURED CONCRET OR CONCRETE T-5 16 BLOCK SUBSTRATE E.D. © 30 (SEE NOTE J 20 s/1) 36 (SHOWN) �r32 8 OR 37 * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, I# (SEE SHEET 4) BY MEANS OF 1 x, 2x WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT E.D. (SEE NOTE ANY INSTALLATION AT JAMBS. 9/1) ALUMINUM ** SEE SCHEDULE ON SHEET 4. OR STEEL 4 31 12 (SHOWN) GR 11 PRODUCT REVISED th* MULLION B. Y complying with the Florida • • 000 • • • • • • • OTHERS (SEE 0.25 23 (SEE SHEET 4) NOA!. ode 17.1102.10 • • • • • • • • • NOTE 9/1) MAX. SHIM Expiration Gat 0/O812020 ....... • • • • • • • • EXTERIOR 1, ,, Qt ,,.•••••••., �� ! • • • • • q�L'RDWG CODE HYH VELOCfiY HURRICANE ZONE ALUMINUM MULLION OR Nia Protluctc6ntr6i t`'t 1�;; \,\CLilfs �y• • • • ",% ( ) STEEL MEMBER SUBSTRATE # F gym„ R� Pz SERIES ADC-112556 ALUMINUM BY OUTSMNG FRENCH DOOR W/Wo TRANSOM DRAWN OR SIDEUiES E'E' SECTION E-E @ DOUBLE DOOR ?_�' ' ' *`:•• « I EGb•IN.t ALUMINA DISTRIBUTION CENTER 08/08/17 O • \`ti z6 th AV T UT TE no a END EERY 144M NW E DATE SCALE: 3�8'=1 " '_'� •. Q I DQ �' 4�� p` � w.r' :� 3�" ° y a °pA—LOCY F uL / it • • • • _ • 17-151 !{AL �,,�yt�i lia WALIGR A 191Jf11. IS u�c DRAWING No P.E. wvl'iA7VICt/DATE rtaRiM -.EET 15 Cf 24 • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • MAX. TRANSOM FRAME WIDTH (SEE SCHEDULE SHEET 21) PRODUCT REVISED as complying with the Florida euildig Code 17-1102.10 Ix WODD BUCKS t1OA-N'• MIN. D.L.O.WIDTH —(SEE NOTE 8/1) [xpirationDate 1010812020 EMBEDMENT (SEE SCHEDULE SHEET 21) By (SEE NOTE 9/1) 22 5 14 14 5 Ihlami-D product oeaa 22 � 1 MIN. E.D. (SEE NOTE 9/1) / 30 36 (SHOWN) 30 32 OR 37 2 EMBEDMENT (SEE NOTE E.D. 9/1) (SEE NOTE I (SEE SHEET 4) 9/1) '. E.D. (SEE NOTE 9/1) — ., E.D. ' '• •�' (SEE NOTE 9/1) 2x WOOD 19 24 24 19 '• 31� 31 BUCKS (SEE 12 (SHOWN) OR 11 Q (SHOWN) OR 11 NOTES 8/1, 0.25•• (SEE SHEET 4) (SEE SHE 4) POURED CONCRETE OR 9/1) MAX. SHIM EXTERIOR 0.25' CONCRETE BLOCK REQ'D. MAX. SHIM (SEE NOTE 9/1) WOOD SUBSTLRAIE* POURED CONCRETE OR CONCRETE BLOCK_ SUBSTRATE 5 14 E.D. 3G (SERE NOT /) 36 (SHOWN) * 32 OR 37 JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, (SEE SHEET 4) BY MEANS OF 1 x, 2x WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION E.D. (SEE NOTE AT JAMBS. 9/1) 1� ALUMINUM I_I SECTION F-F @ TRANSOM OR STEEL 19 9 24 EXTERIOR SCALE: 3/8"=1" MULLION BY 31 •• ••• • . • • • •• OTHERS (SEE 12 (SHOYIN) OR 11 (SEE SHEEP 4) ' ' • ' ' • ' • �• NOTES 9/1) ,'y�P...•• r t • IFLOROA•BUILDING CODE HIGH VELOCITY HURRICANE ZONE) ALUMINUM STEEL MEMBER MULLION OR SUBSTRATE * SERIES ADC-112555 ALUMINUM r ti �10 4 omn MT . Wt0-UTSW-ING FRENCH DOOR W/Wo TRANSOM'OR upAyM er 51DELITES�'•UMINA t`14�AN�IAN DISTRIBUTION CENTER 08/08/17 DATE AVE. L • 00 P.E. SEAL%§i fCRE/DATE 0RDPM u + 441V•- 3s0�.--,z, 17-151 N. SMRT I5HD OI u ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• 0 • SIDEUTE MOTH —(SEE SCHEDULE SHEET 2I)- SIDELITE SASH WIDTH. SCHEDULE SHEET I D.LO.WIDTH MIN. (SEE EMSEOMENT r SCHEDULE _E 'I NOTE 9/1) SHEET 21) SHIM 9/1) 1 18 2z W000 1 DUCKS 5 (SEE NOTES 6/I. vo SUBS TRATE lr a �� MAX. (2) SIDELTTES EA. SIDE SMELRE WIDTH —(SEE SCHEDULE SHEET 21)— SIDELITE SASH WIDTH —(SEE SCHEDULE SHEET 21)' D.L.O.WIOTH (SEE SCHEDULE SHEET 21) 1 SHEET 4) ©j SSftt11EN1. )OR (SEE S 0 4) MAX. (2) S171TES EA. SIDE DOOR TRAME WIDTH SIDEIRE WIDTH SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21)_ DOOR SASH WIDTH SIDEUTE SASH WIDTH E SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) SEE ( D.LSEE (D.L.O.WIOi Fl SCHEDULE 1 SCHEDULE SHEET 21) I SHEET 21) EE (Spt1Tt) DR (SEE 9iEEf.4) T T �OR •29 ©2 (SHOMM) OR 11 { EE SHEt7 4)4 EXTERIOR ALUMINUM OR STEEL /I� 1 I Ex7 IOR MULLION BY OTHERS--/`b (SEE NOTE 9/1) j ALUMINUM MULLION OR I(�S SFEf ,p 30R J (SEE SHEET 4) ST EI M M R SUBSTRATE SECTION G-G SINGLE DOOR Wf SIDELITES SLUE: 1/4'=i' SIDEUTE WIDTH —(SEE SCHEDULE SHEET 21) 1 z WOOD BUCKS(SEE 51—TE SASH WIDTH NOTES 8/1, (SEE SCHEDULE SHEET 21) 9/1) D.LO.WIDTH MIN_ (SEE EMs. �I rS 'I (SEES` ErT 21) SHEET 21) I INOTEI 9 0 q O44L N�ou ENU 15 H 4IS4IV5B441TOP .OR 12OR OR 29' (SEE SHEET i (SIC3'N} OR OR )D25•D MAX SHIM CONCRETECONCRETE 4) (SEE SHEET 4) (SEE Sf(EcT 4) R (SEE SHEET 4) BLOCK REQ'D. (SEE NOTE 9/1) POURED CONCRETE OR GOB_ GRET g(OGK SUB a JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1x, 2x WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. ' SEE SCHEDULE ON SHEET 4, PRODUCT REVISED s omplyi7 with the Florida Bustling Cods NOn-No. 17.1102.10 l plmtlon Date 10108/2020 '•"••• • • • • • • • • M L •product Control `�PEA�CC ...... ` �,Wi�,Sr� • • • •1'I�IC4 BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) \\\\\ CC No 44167 � G77 SERIES ADC-112556 ALUMINUM _ OUTSISTNG FRENCH DOOR W/WD TRANSOM oRAWII =�O y dERc• OR SIDEUTES L.C. ALUMINA DISTRIBUTION CENTER 08/08/17 {jTy���:'`�Q i ��A I \w ., T IyN�G b•ExC�g1V c Axr 14475, DATE V' •: tltl `Q� L ySE rn.•'ts:,{.r•: l•u:�` t �- 26 to AYE. OpA-5O FL • �-u�m • • • 31 ams4-3121 17-151 AAI,I P. E, SEAL/SIGNATURE/DATE ��— .ALTER A TILLIT Jr. P.E. FLOgDA a41e7 DRAWING No vAVi. 'SHEET iT of to ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EMBEDMENT (SEE NOTE 9/1) 9/1) 9/1) 2x WOOD BUCKS (SEE NOTES 8/1, 9/1) Nx = C r (SEE MAX. (2) SIDELITES EA SIDE--{ SIDEUrE WIDTH MAX. SIDEUTE WIDTH ! DOOR /RAVE WIDTH SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) _ (SEE SCHEDULE SHEET 21)— SIpEUT'c SASH WIDTH 510EUTE SASH WIDTH DOOR SASH MDTN TEE SCHEDULE SHEET 21) (SEE SCII.LD SHEET 21) (SEE SCHEDULE SHEET 21)�'I D.LO.MD'H p.LO.WIDTH D.LO.MDTH II (SEE (SEE (SEE SCHEDULE SCHEDULE SCHEDULE SHEET 21) ® SHEET 21) SHEET 2 E ,{�� �Ij�1i 12?7'�OMy.EA K:J EA DR ( M> ® op N � I. -.le / BDTfaM V 11 ($FIOA'N) 8R I1 AT 1.2"Mi EA ENO SHEET 4) (SM T 4) (SEE SiEi.T 0 Tor a 8MOM ORO, EXTERIOR MATCH LK-- (SEE S1h`ET 4) LD. (SEE / )OTTRE, - ALUMINUM OR ST1 4 EX7EFilORMULLION BY OTHER (SEE NOTE 9/1) ALUMINUM MULLION OR STEE1 MEMB R c IT4cTne7E JAMB MOUNTING INSTALLATIONS INTO SUUSTRATES, j EANS OF ix, 2x WOOD BUCK OR METALON MAY BE COMBINED IN ANY WAY TO SUIT NSTALLATION AT JAMBS. 'r SEE SCHEDULE ON SHEET 4. --------------- SECTION H-H DOUBLE DOOR W/ SIDELITES \ PRODUCT REVISED 4 e wmplYing with the Florida 'O 1sa17amg toes NOA-No. 77-11IO2.10 0 i plmt7oa Date 10/0812020 _� • N Y MI 1-o vrodoot ceat.a P.E. MAX. (2) SIDELRES EA. SIDE SWELITE WIDTH (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH SCHEDULE SHEET 21) SIDELDE SASH WIDTH D.LO.WDTH SEE SCHEDULE SHEET 21) F (SEE SCHEDULE 1 D.LO.MDTH SHEET 21) (SEE SCHEDULE I — SHEET 21) � SHEETSTl. Il W) 4P2 1�1(s OR � � MV) OR( (SEE 4) s 4) IKsEE MATCH LINE _ StHEM (SEC SCHEDULE SHEET 21) 1z WOOD SIDELITE SASH WIDTH EE SCHEDULE SHEET 21)� BUCKS(SEE NOTES 8/1, 9/1) D.LO.MDTH I (SEE MIN. EMB. j SCHEDULE 1 (SEE SHEET 21) NOTE 6 I I 'E 15'1jI (SEE NOTE j`SEE/NOTE j 97 (SEE SIi1`ET 4) 1 pg14ORd @() O.zS• -I MAX. sDu ORSHEO(� POURED CONCRETE OR 4) (� 4) CONCRETE BLOCK REO'D. .,_ * • • • • .......... " �� • • • • • • • (SEE NOTE 9/1) • T • ,1�CR (/ • `�\CEIy • • • • • • • • • • POURED GON RE7c OR t., d • • • • GONGRETF B t-1ru cUac'marr • eO AUILDING CODE MGH VELOCITY HURRICANE ZONE) No. 4416 SERIES ADC-112556 ALUMINUM OIITSNING FRENCH ODOR W/WD TR4NSOM DRAWN ar 9`� OR SIDELITES LL. ( 11 S/ . 1L • ,� • 11WCCd i•• •T4e. • ALUMINA DISTRIBUTION CENTER 14475 NW 29 Ih AYE. De/oE/17 DATE TILLIT T a ENOI RI COM T .•kta. H e Er r.•., elmoa R41s1u 46-a1 —,a ;� �sw^ 1w. • OFA{DCKA, R. 33054-3121 —7 4 • • • Ea-op06T19• • SEAL/SIGNATURE/DATE WALTER A TDI.,7 J, FF 1.1E7 DRAMNO No ••• • • •• ••• • • • • ••• • • •• • • • •• •• • • ••• • • SHER 18 Cf 74 MIN. EMBEDMENT (SEE NOTE 9/ T E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) 2x WOOD BUCKS (SEE NOTES 9/i) NAX. SHIN WOOD�e, ALUMINUI. OR STEEL MULLION OTHERS NOTE ?/1j ALUMINUM MU 1 ION OR STEEL MM RS B RATE♦ DOOR FRAME WIDTH SEE SCHEDULE SHEET 21) DOOR SASH WIDTH SCHEDULE SHEET 21) � D.LO.WIDTH (SEE �SCHEDULE SHEET 21) EXTERIOR EXTERIOR SECTION 1-1 SINGLE DOOR W f SIDELITES SOALE: 1/4'-i' MAX. (2) SIDELITES NA%. SIDELRE WIDTH _ (SEE SCHEDULE SHEET 21) SMIMITE SASH WIDTH ,SEE SCHEDULE SHEET 21)_ O.LO.WIDTH (Sn SCHEDULE SHEET 21) 1 _ MAX. SIDELRE WIDTH (SEE 3CHEOULE SHEET 21 SWELITE SASH WIDTH :E SCHEDULE SHEET 21)- D.LO.WI0TH (SEE SCHEDULE SHEET 21)1 1x WOOD BUCKS (SEE VOTES 8/1. 9/1) .E NOTE E.U. 9/1) (SEE NOTE 9/1) f— I, E.D. ".+!. (SEE NOTE 17 8 9/1) I, 15 fir .',t EA END 0 915 8 4 [4 1 `E4 I F8 { t1 I5 Jt _ t TOP k �'' 6 •" OURED CONCRETE OR smOM i i (SHOWN1 OR OR ®�) �S N I� �( N) o.zs' CONCRETE BLOCK REG•D. ' (gE SHtII 4) (SEE SHEET 4) ISLE SHEc-T 4 ( SEE S® 4) WAX. SHIM (SEE NOTE 9/1) POURED CONCRErE OR CONGRET B ncK_ • JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1x, 2x WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. SEE SCHEDULE ON SHEET 4. PRODUCT REVISED omp np with the Florida •ulltling ode Non -Ma. 17.1102.10 expintten Date 10108/2020 By ir�`•• T --_ • • • • • • • • mi.—a e ro uc onSro `Y1tt No • 9� '� • •'• • • • • • • :OR*/* BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 44167 —7 MTEM W SERIES ADC-112558 ALUMINUM .` OUT'SW1NG FRENCH DOOR W/Wo TRANSOMS In o-� � `� • • OR SIDELITES _ t _ tt • EC F4c. • ALUMINA DISTRIBUTION CENTER oe/De/n TINO - V tt/i• T�w.�� �T•@, n,�6. t•Im�wlip�eERf7W CAMI•NY 1"75 NW 26 th ACE. DATE -�� 11♦✓ �1r. R,imJs,_f m rd, cypn¢R W OPA-LOCNA, FL I '�•'� wA�AA%17�--- • • F--� ��i 33054-3121 1 7-151 ®--DDDI{7!9 WALIER A TtN Jr. P.E OMWINO N. P.E. SEAL/SIGNATURE/DATE noR�w ua p T4ta exEEr is or 14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (SEE 2x WOOD BUCKS--7 i (SEE NOTES 8/1, 9/1) o.2S WOOD SUBSTRATE ems' IiW mi MAX. (2) SIDELITES DOOR FRAME WIDTH ME _ (SEE SCHEDULE SHEET 21) (SELAX SIDEU;WIDTH SCHEDULE SHEET 21) ME SCHEWLEAY. EDUWIDTH (SELE SHEET 21 DOOR SASH WIDTH DODO SSASHCHEDULE EH SIDEifTE SASH WIDTH SCHEDLRE SHUT 21) (SEE SCHEDULESHEHEET xt) (SEE SCHEDULE SHEET 21) EDILTESm D.LD.WIDTH (SESASH D.LO.WOTN (SEE O.LD.WR)TH SCHEDULE ®AT 12'FROM EA END OR ' SCHE ULE (SEE D.L(SEEEDTH SHER 21) 0 TOP 11 BOTTOM SCHEDULE SCHEDULE ( ) • JB' BDITDI/ SHER 21 � / ) SUER 21) SHER xt) OR O 2 5 7 5 7 ` 4 3 UTo) 8 0 8 30 � 16 / 30 a�� 0 4 ` 8 4 OR it 4 4 T (9i0'IM) OR 12 4' 4 11 L8 7 0 4 11 ,r (S( ) ) 2 15 8 11 ©{ YN 15 5 8 11 3 ( ) T (SFgW11 qi I t AT 12TROM EA i 1 (91CWFT OR 2 EYTERIOR OR SQjQ�1 9SEE 5111� 4� END 0 TOP k {SEE SHEET 4)O ( O 4) {SEE F{EEf 4) DR 5(�W DOTTOWSEE (SEE ShfETH4) OF,@r E.O. 4SIT�E-Ll (SEE SHEET 4) ( 9/NOT ALUMINUM Oft4MULLION BY 0115 1 (SEE NOTE 9/0 A LIMIN IM MULLION OR M MEMBERSUBSTRATE SECTION J-J DOUBLE DOOR W/ SIDELITES SCAT : 1/4'=1' JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1x, 2x WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMEIS. ' SEE SCHEDULE ON SHEET 4. Ix WOOD BUCKS (SEE NOTES 8/1, 9/1) MIN. ENBEDNENT I® (5 E NOTE E.D. ��•� (SEE NOTE 9/I) E.D. (SEE NOTE 9/1) la ;ir -- - POURED CONCRETE ' uAE. 0.25SHIM OR CONCRETE BLOCK REO'D. (SEE NOTE 9/1) POURED CONCRETE OR OON .RE?c K S IBSTRATc PRODUCT REVISED as cempying with the Florida Building Code NOA-No. 17.1102.10 Expiration Date 1 08/2020 •• ••• �JJJ✓�'•., • • • • • • •• • • • • • • • By Mlam ' Product contmi IrTTT _ j1l -._ • • • • • • • • ttttllt► %' R R. • • • • • ROPoDA RUILOING CODE (HIGH VELOCITY HURRICANE ZON • • • • ROPoDA RUILOING CODE (HIGH VELOCITY HURRICANE ZONE) •' N0. 44 - exon DLTEM. ec INUM SERIES ADC—EI-3.. DRAWN B, __ ' OUTSNANG FRENCH TRANSOM �0� •• • OR S L.c. /•�RC� 1 t� (� EC.�•Nc : ALUMINA DISTENTER oB/oe/t7 �P /' 'V . • i 1 TRIiT TE G t ENOI cZM Y s».w • n : w•a. d �c a . �• es.wg."- lj• 14,F75 MDATE CPA-L 330517-151 'I' P.E. SEAL/SfG1 ATURE/DATE WAFER A rtW"1a•P.E. • FLOMM "IV DRAWING N. sXER 2D o<u • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • 0 000 • 0 SINGLE & DOUBLE DOOR SCHEDULE ONLY VALID FOR DOORS W/0 TRANSOM AND W/O SIDELITE MAX. ASO MAX. DOOR DESIGN FRAME WIDTH PRESSURE RATING AT SINGLE AT DOUBLE DOOR DOOR MAX. DOOR MAX. DOOR MAX. DOOR FRAME SASH SASH HEIGHT WIDTH * HEIGHT MAX. D.L.O. MAX. D.L.O. WIDTH HEIGHT +45, —45 psf 3'-5 1/2" 6'-8" 10'-0" 3'-2 1/2" 9'-9 1/2" 2'-4" -1-49, —49 psf 3'-5 1/2" 6'-8" 9'-8" 3'-2 1/2" 9'-5 1/2" 2'-4" 8'-4" +54, —54 psf 3'-5 1/2" 6'—B" 9'-4" 3'-2 1/2" 9'-1 1/2" 2'-4" +57, —57 psf 3'-5 1/2" W-8" 9'-0" 3'-2 1/2" 8'-9 1/2" 2'-4" +60, —60 psf 3'-5 1/2" 6'-8" 8'-8" 3'-2 1/2" 8'-5 1/2" 2'-4" 7'-4" +70, —70 psf 3'-5 1/2" i 6'-8" 8'-4" 3'-2 1/2" 7'-7 5/8" 2'=-7V Fmuml CAL -hi UIHLH WHEN DOUBLE DOORS ARE USED. SINGLE & DOUBLE DOOR SCHEDULE VALID FOR DOORS W/ TRANSOM OR WZ SIDELITE MAX. ASO DESIGN PRESSURE RATING FRAME MAX. MAX. MAX. MAX. +70, —70 psf WIDTH HEIGHTWIDTHW DTH HEIGHT SASH SASH WIDTH HEIGHT AT SINGLE 3'-5 1/2' 8'-4" 3'-2 1 2 7'-7 5 8 2'-4" DOOR / / 7'-0" AT DOUBLE " 2'-4" ' ' 8•-4" 3'_2 1 27-7 5 8 DOOR / / 7'-0" AT SIDELITE 4'-0" 8'-4" 3'-10 1/2`7'-7 5/8" 3'-4" 7'-0" AT SINGLE 3'-5 1/ 2" 4'-0" DOOR TRANSOM — — 3'-0 1/2" 3'-7' AT DOUBLE DOOR TRANSOM 6 —8 4 —0" _ • • • �i —3" 3 —T` M617 RIEfS. NC O // f 11WT rE O"a : Cl1 RI P.E. PRODUCT REVISED 1'compWng with the Florida olldirtg code NOA-No. 17.1102.10 Eapiratloa Data 1010812020 • By Mtam Da product Control •dUILDNG CODE (HIGH VELOCITY HURRICANE ZONE) SERIES ADC— 1 1255'ALUMINUM oF.A1nt or OUTSWING FRENCH DOOR W/Wo TRANSOM " OR SIDELTTE'S •• c.• ALUMINA DISTRIBUTION CENTER 08/08/11 o 14473 Nw 26 th AYE. DATE i Rf1tM WP -L=Kk FL -t'� • 33064-3121 17-151 • cHAVANG N• , 6NEEE 21 OF 7{ Sfi�H/EbA7E �" 9 4410 ••• • • • • ••• • • 01 • •• •• • • • •• •• ••• • • • ••• • • REQ'D NUMBER OF ANCHORS & CORRESPONDING ASD DESIGN PRESSURE RATING AT HEAD/SILL: CLUSTER OF ANCHORS AT nrH IRI t nnnO AT tJrrriL7 cT„ r- - ASO DESIGN PRESSURE RATING MAX. DOOR MAX. DOOR FRAME WIDTH FRAME HEIGHT SUBSTRATE CONCRETE, BLOCK, WOOD, ALUM., STEEL +45, —45 psf 6'-8" 8'-4" 4 ANCHORS +45, —45 psf 6'-8" 10'-0' 5 ANCHORS +49, —49 psf 6'-8" 9'-8" 5 ANCHORS +54, —54 psf 6'-8' 9'_4" 5 ANCHORS +57, —57 psf 6'-8' 9'-0' 6 ANCHORS +60, —60 psf 6'-8• 8'-8• 6 ANCHORS +70, —70 psf 6'-8" 8'-4' 6 ANCHORS MEETING TILES (IYP,) j •(5)ANCHORS •(6)ANCHORS REO'D NUMBER OF ANCHORS AT CLUSTER OF ANCHORS AT ENDS OF TRANSOM BAR WITH DOUBLE DOOR & CORRESPONDING ASO DESIGN PRESSURE RATING ** ASD DESIGN MAX. TRANSOM MAX. DOOR TRANSOM SUBSTRATE PRESSURE RATING WIDTH FRAME HEIGHT HEIGHT CONCRETE, BLOCK, WOOD, ALUM., STEEL +45. —45 psf 6'-8' 8'-4' 2'-0" 3'-0' 4 ANCHORS 4 ANCHORS 4'-0" 4 ANCHORS 2'-0" 4 ANCHORS +55, —55 psf o"'-8" 8'-4• 3' —0" 4 ANCHORS H4'-0" 1 6 ANCHORS +70, —70 psf 6'-8" 2'-0- 4 ANCHORS 8'-4" 3 —0 4 ANCHORS _ 4 —0 1 6 ANCHORS TRANSOM TRANSOM B �• I 4s 5' 4' a ••(4)A.NCHCRS •1(6)ANCHORS MAXIMUM ANCHOR SPACING "S" & CORRESPONDING ASD DESIGN SSURE RATING LE AT JAMBS OF DO SCHEDUOR SIDELITE & TRANS ANCHOR A.S.D. DESIGN AN SUBSTRATE CH PRESSURE RATING "S" TYPE sf CONCRETE 1/4"0 ITW/BUILOE TAPCON ANCHOR 22 +70.0, -70.0 11' O.C. BLOCK 1/4 0 ITW/BUILDS TAPCON ANCHOR 22 +70.0, -70.0 11" O.C. WOOD 1/4"0 ITW/BUILDEX TAPCON ANCHOR 22 +70.0, -70.0 11" O.C. ALUMMUM TUBE OR i/4"0-14 ITW/B��Ij`J'''�LDE, STEEL A TEK SCREW f77A +70.0, -70.0 11' O.C. REO'D NUMBER OF ANCHORS AT HEAD & SILL CLUSTER F ANCHORS -AT SIDE IT & DOOR JAMB MULLIONS & CORRESPONDING ASD DESIGN PRESSURE RATINr. *** ASD DESIGN PRESSURE RATING CONCRETE, BLOCK, WOOD, ALUM., STEEL UP TO +67.5, —67.5 psf 4 ANCHORS > +67.5, —67.5 psf UP TO +70, —70 psf 6 ANCHORS PRODUCT REVISED complying with the Florida s;dmi; Code f—SIDEUTE/DOOR JAMB . NO)I 17-1102.10 MULLION Expiration Date IO$l2020 M Mlam D�/ Product Control •• ••• • 4} I�C O_♦ • •• :•';i�R•� T1 • •"•(� `� ♦ • • ""* (6)ANCHORS it .. `\• • • • • • ELOf�De tUILDING CODE (HIGH VELOCITY HURRICANE ZONE) NO.44167 SERIES ADC-112556 ALUMINUM eX,l] TCTEEO, eK 7� BY OUTSWINDRAWNG FRENCH DOOR W/Wo TRANSOM Lc �CF* Q. •i 7- It /a�� • • OR SlOELRES E�A�/1•Ic.• ALUMINA DISTRIBUTION CENTER Da/DN/17 ��/LN' I ••F \ �IIItG k ENC,I RI�� A N 144M MR 25 tN AVE. DAIS rl e' i ' N CRA-LOCKA, Ft. 30054-J72t 17-151 WALTER A TWT Jr. P.E DRAMM6 N. P.E. SEAL/SIGNATURE/DATE Moaw LLr 144�67 lNEEr 22 Of t4 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • (3) 19 1YP. REQ'D. FRAME CORNER DETAIL ISOMETRIC. N. T. S. STILE DOOR PANEL & PANEL CORNER DETAIL LISOMETRICL PRODUCT REVISED plying with th. Flurlda N. T. S. ouildfng Code NOA-Ne. 17-1102.10 Expiration Date 1010812020 By MIamGDai( Yoduu contra ``p - ; `�1,rA� • �` No. 441 • • • • RpRIDA CUILDING CODE (HIGH VELOCITY HURRICANE ZONE) emt7 �,�• SERIES ADC-112556 ALUMINUM OU'ISYNNG FRENCH DOOR W/Wo TRANSOM OR SIDELITES DRAW BY Lc. `pO / 'Q,1 \ • �� �CA�Nc ALUMINA DISTRIBUTION CENTER �'.,1 tom'`/.�/ t1 .V • TLLtIT TE51•lD i� ENC EAI COrIRNY �w.TY(wi'�i p�. 14/75 NW 26 th NiE. OPA-LDCfV� FL DATE Ir • • .,•� o�,"iY atos4-�t2t 17-151 �/ //I'tltl • • &T o-OCDE719 • DRAlYD1D No P.E. SEAL/SIG''�i GE/DATE P.E n.DwoA to I +41n SN[U 23 M 14 • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • •• •• • ••• • • K u 2) 17 4 TYP. 21 35 (SHOWN 0 21 BOTTOM RAIL) SIM. ®TOP OR O2 I I �II I I II I I ! 1 /2" TYP. ELEVATION RAIL) SIM. ® TOP PLAN DETAIL 1: TOP -/BOTTOM RAIL CONNECTION TO STILES SCALE: 3/8"=1' (2) #10-241/16" F.H. M.S.�TYP.) EA 7 � &\ PLAN VIEW AT ACTIVE & INACTIVE LOCK STILE DOUBLE DOOR 2 (2) #10-24x7/16" F.H. M.S0TYP.)EA- 7 7 PLAN VIEW AT LOCK STILE ® SINGLE DOOR PRODUCT REVISED SHOOT BOLT GUIDE pyln9 with the Florida DETAIL Nogd'+",;Code17-1102.10 AT TOP & BOTTOM STILES Explranon Data 10/08/2020 --- • • 699 • • • SC%E: ,/8%1� By Mla Da raduCt ontrol "�,\t L'P� ••'+T+` • • • • • • jOR 9UILDING CODE (HIGH VELOCITY HURRICANE ZONE) ' ` IUo. 4416 Q.7 MTEM IC SERIES ADC-112556 ALUMINUM OUTSWING FRENCH DRA YN BY t E C DOOP. W/wo TPrWSOM OR SIDEUTES '•,a/•/�`(,� y J ; N,:. • ALUMINA DISTRIBUTION CENTER oe/oe/17 - • ,!VRIDP..: CCM NY w •'� c •�7 _ r» i • • • 14475 NW 25 th AVE. W3JMOSD4C 3 21' DATE —_ 1,; - 7SNAL 17-151 �,,,7' P.E. ZL%'SfONAT�I/Rtc/DATE Yr•TEAE A 71 .E. TXUT FLDpiW Lk. / H16/ .,,. .ain p DaAvnNc wa SNEE7 24 W 74 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE MIAMI-DADS COUNTY 1rMae 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/economX General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 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 G'ourity'RER ...... Product Control Section to be used in Miami Dade County and other areas where ailov;ed by She s4i}thority • Having Jurisdiction (AHJ). • • • •' • "" """ This NOA shall not be valid after the expiration date stated below. The Miami' I70de County Produci....: Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami trade Cauntxi feserve • the right to have this product or material tested for quality assurance purposes. If iVis product or jVaterial,;,, • fails to perform in the accepted manner, the manufacturer will incur the expense ol;;S l testinggi3d toe AH9..... may immediately revoke, modify, or suspend the use of such product or material .v 44l i their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Produ ct;Contro4 • • • • Section that this product or material fails to meet the requirements of the applicable, buiming sous. • • This product is approved as described herein, and has been designed to comply v4ith the Flol;itl%Euilding Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 1111000 High Impact 9'0" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 17-147, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of,18, dated 08/08/17, with revision 91 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., 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# 15-0622.15 and consists of this page I 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. 17-1102.16 MIAMI•DADE COUNTY Expiration Date: December 11, 2018 Approval Date: December 28, 2017 Page I General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 08-1003.06) 2. Drawing No. 15-161, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18, dated 06/04/15, with revision #1 dated 06/04/11,.prdpared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E: • • • ; • • • ,: • ...... .... ...... B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • ; • • • 2) Uniform Static Air Pressure Test, Loading tI FBC TAN IM-94 • • • • ... ... ... ..... 3) Water Resistance Test, per FBC, TAS 202- � • • . .. .. . ...... 4) Large Missile Impact Test per FBC, TAS 2W,94. .' 5) Cyclic Wind Pressure Loading per FBC, TXS 20-94 ; • • �; • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TA$ 202,94 :....: along with marked -up drawings and installation diagram of an aluminum 91ialln glass • door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5626, dated 07/22/08, and addendum letter dated 11/14/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 08-1003.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), prepared by Tilteco, Inc., dated 06/04/15, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. orge M. Plasencia, P.E. Prodifct Control Unit Supervisor NOA No. 17-1102.16 Expiration Date: December 11, 2018 Approval Date: December 28, 2017 E-1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated June 12, 2015, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated September 17, 2008, and January 27, 2012, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. ' (Submitted under NOA# 08-1003.06) 0 see* 3. Laboratory compliance letter for Test Report No. FTL-5626, jawd by Feliasloftion ....:. Testing Laboratory, Inc., dated 11/14/08, signed and sealed by3o9oph Chan, A.E. ; (Submitted under NOA# 08-1003.06) • • • • ' .... . .. ..... ...... .... ..... G. OTHERS .. .. .. . ...... 1. Notice of Acceptance No. 13-0930.13, issued to General hii paoit-Qlass & Windows •� Corp. for their Series "11000 High Impact" 9'0" Aluminum ShAng (:f;§5:Voor �•••'• L.M.I., approved on 12/05/13 and expiring on 12/11/18. :•.••: 2. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 17-147, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18, dated 08/08/17, with revision 41 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer" (formerly Butacite PVB) dated 01/19/17, expiring on 07/08/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-1102.16 Expiration Date: December 11, 2018 Approval Date: December 28, 2017 E-2 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-611 Edition (2017), dated 08/08/17, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., RE G. OTHERS 1. This NOA revises NOA #15-0622.15, expiring on 12/11/18 :...: • ...... .... ...... .... . .. ..... . . ...... .... ..... .. .. .. . ..... . ......00 . . . . ..... . . ...... . . orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-1102.16 Expiration Date: December 11, 2018 Approval Date: December 28, 2017 E-3 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW.IN MpT� p N W N E R gSCE 7 o SH/�� BE FIRST REDTO UCED TO A.S.D.RIFY THE ODESGN VE CONDITION, LOADS 8Y 8ESnPLYINGDTMLj�DS?,DFOT RININORDEfi TO COMPPRE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWARLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR C0=1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THESE DOORS SHALL BE AS SHOWN ON SHEET 4 SEE DOOR ELEVATIONS ON SHEETS 4 THRU 7 FOR OUALIFIED CONFIGURATIONS, 4• THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE, 5. THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IS APPROVED FOR AIR AND WATER INFILTRATION. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—TS ALLOY AND TEMPER, WITH Fy=25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL PS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUiLDING CODE SECTION 2411.3.3.4. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G=0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.192 ksi), MIN. EDGE DISTANCE = 2 1/2". — 1/4"0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC (COMPONENT THRU 1" P.T. WOOD BUCK. — 1/4"0 KWIK—CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT, THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2'. ^ — 1/4"0 TAPCON W/ 1 1/4- MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT(), THRU 1" P.T. WOOD BUCK. — 1/4"0 KWIK—CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT, THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1". — 1/4.0 TAPCO W/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT . (D) TO EXISTING MIN. 1/B" THICK ALUMINUM MEMBER (6063—T5 ALLOY) MIN. EDGE DISTANCE = 1 =y — 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDER, INC. (COMPONENT i� ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTANCE = 1/2". - - 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®). 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI—DARE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PA.D. (b) CONTRACTOR TO CE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PRONGED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA MoaPRODUCT REVISED plying with the Florida Building Code NCA_No. 17-1102.16 ExPiratlon 0a 12/11/2018 BY Miami-T4" Product Control • FLORIDA BUILDING CODE (H'Igh Velocity Hurricane Zone) ` • 000 •2*7grL E=n%.. • • SIRRIES 11000 HIGH IMPACT SLIDING GLASS DOOR Qum PO * F € * WEST 79 - 8/17 G8/DATE `tt•• �•• .� C~ �' S, • ��� / Ni4l ,11' . COYPAR NG ! ENGIMMM TES1 LE C O IMC. 1m TIMT. .,Ir k.. >a� xrs droGn . .~ F� 9 `°'" • . PLEAH. FL JJou PHO290 NE (3M) 558-8703 FAX: 05) 558-eee5 •G NE72 A T. ww.gv td rtpaeGcom . ""Z.L�:r�tiss°a"s 17-147 GnAwnw Ne t • 8m^'°' P.E'' •E • • • • WALTFR A.e8W1•k.. •.E • • FWTYYUr• t+r"T sl,Ecr I OFIA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS ITEM / PART �! DESCRIPTION MATERIAL 1 GIC301-1 FRAME HEAD 6063-T6 2 .GIC302-1 FRAME SI 2 I 3 N � i! i 31 o�m 10 !I !I ii 34 19 5 25 2 EXTERIOR 18 18 0 SUBSTRATE 31 (SEE SCHEDULE ON SHEET 7A) 9 OR 30 GLAZING DETAIL SECTION SCALE: 1/2"=1" PRODUCT REVISED as comptylnp with the Florida luiidirrg C d Non -No. 17-1102.16 Expiration Da 121112018 By Mia i-D a Product ontro •• ••• • • • • • •• • • • • • • • • • Nu+.n OME C00Ntt • •• • • • • ••• • • • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) r• No. 441 fi7 IES 11000 HIGH IMPACT SLIDING GLASS DOOR °RAC •` I L E C O 1290 WEST 78 tOla oaiaai,7 ' HVLFAX. FL 33014 wn L O � • • nsraa s mm ecuru MCXe (Jos) 5W-e103 tttt • • ia.S: (m Iv : a� AARAJ1amJ SSBC88B5jP= 17-147 SON �! Iti • • • r•4+y�c1.ed_� • • • ^r^ T` : o m Wm N. • • • wyFt�e� ii�" � d� • s P.E Ciat,i • • 441 �7 SXEET 2 a is L04 L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 ---5.509- T.094' .094' .078• lAl 2• 1.594- 078' 1.86J•�2.189' (3) 1.230' R. FULL (6) 01 FRAME HEAD 6063-To SCALE 1/2'.1' © LOCK STILE 6063-T6 SCALE 1/2'=1- .ear .2510_ vas' .125- n951- ROD' (10) n zs• 1.792' 10 INTERLOCK STIFFENER 6063-T6 SCALE 1/2--1' RO15' �6' .125! 4s- .M, j5' 065' 045' T�a��� 1D SETTING BLOCK NEOPRENE SCALE 2'-1' ( MEETING STILE OUTER INTERLOCK �3 FRAME JAMB 6063-T6 SCALE 1/2--1' ® MEETING STILE R.0 O5 BOTTOM RAIL 6063-T6 SCALE 1/2"-1• .J9 ' 075' 2,Y .310" 1 if .955' .25 O61' 0.96r R.050' at, 1Ea- RFF '0e0- 01 0te c o.osY REF. .14J' esc' 1� GLAZING BEAD 6063-T6 SCALE 1/2--1' 6063-T6 INNER INTERLOCK (� CENTERMATE SCALE 1/2--1" 6063-T6 FEMALE ASTRAGAL R035' 10� .124' .062• SCA1/2--1" '�6' LE 6063-T6 � SCALE 1/Y-1' .030' 397' 102P XV R. FULL R.OJ1' A77• 1.591' R.OJS' .1 6- 7.500' 12 OP. ORRL V 1.793" .024' 083" J27' 12D' Jf .015 DP. PA. . 70 R.O1S' i56' .06T 515' .14Y 062' .o7s• .340' .3Ds` .294• L.D4J- Lee- PRODUCT REVISED tle3' 174' as comphiltg wkh tha Florida .1 eb- 55 125' 2.014' BNllding CCootld• Ra70' R109- .194' S60• ((iyp.) NOA-Mo. 17-1102.18 R.062' -26Y 371' 125' 13as- 0so• .ma' .fro' Fixi. 52V REF. RrpJ E> pl_tlon o� 12/11/2018 1 RETAINER CLIP 1.5x7 1� OPTIONAL INTERIOR 1� BOTTOM RAIL SEA sY 6063-T6 FIXED PANEL CLIP REINFORCEMENT FOR © OPTIONAL EXTERIOR VINYL Miam7ft p °` •°tro 4• LONG 6063-T6 SCALE Y 1- SCALF 1/2•.1, 6' LONG -A REINFORCEMENT FO �t • • .231' SULE I' -I' 1L11, \ 11z v " •131RAQ&• •• • YMAI DhDE COUNTY WAS e.z0r I `�.� �G EN$ •' 9 • • • sAIE Mrs• • • • • • `' F •''•, • • • • • • • �,•,• FLORIDA BUILDING CODE (High Vebdty Htmfpne Zone) 2 ' : No. 44167 �! • • • • am}I Rrzco Rc • 3t7(IES 110W HIGH IWACT SLICMNG GLASS DOOR �"" 47- COMPONENTSLC .032- 9- • ' \; I L E C O I N C. 29R1N0fAWEST H, n7833�0; 4 �/ TE 11 Oe0' = Q /C P •4(` '� ■RMTWMG mmmoN COMPANY f+MNE (M 558MIOJ • -p- sir. s� �a .>d! wales Am a 3aRe Puc (w1 56e-aefis �' • • � •�m1-,aa, • _ RAT • ww�.9.nerdFpad.com 17-147 ® GLAZING BULB S70NAL 11't •• :'� 1�D6°'° • • • "' °�"� NEOPRENE • • • 1W+UE ®®A Rur OIL• T �"'""" oNxwtNc No SCALE 2--1' P.E DA'E • • RCOq 4k- 4 IW 6MCEi 3 OF 1e ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • A/8 TYPICAL EXTERIOR ELEVATION (OXXO) SCALE: 1 /2" = 1'-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMES. D/11 DET. VA Sim. MAX. A.S.D. DESIGN PRESSURE MAXIMUM MAXIMUM MAXIMUM MAXIMUM RATING FRAME HEIGHT FRAME WIDTH D.LO. HEIGHT D.LO. WIDTH +85, —85 psf & 9'-01, 16'-0" 99 3/4" 42 3/4" 15 psf AT WATER +91 , —99 psf & 8'-0" 16,-0" 87 3/4" 42 3/4" 15 psf AT WATER +100, —120 psf & 7'-0" 16'-0" 75 3/4" 42 3/4" 15 psf AT WATER A."Tj. . . . • . . . yyP.. ,� • • • • • . . • .. PLC • • • •fin TR1t•mu • • iERifi6gl( No. 44167 * _* IL ECO111c. F Q TKLJ1b' i♦ONG h fJIQ•IEERIN• GOYPAMY ®®� �bC M.v. • r. MC•A rJlaFMs.•I >7ita I P' p•`\`l�`'tttt• • rD,yi( e�-0 4C, Roo _ 1 • • •ALTER A. TIWr t.. :�. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as comply) with the Florida building Lode NOA-No. 17.1102.16 [■piratlon Data 12111 n018 sr MIa DaQ� Product Cont 3A BUILDING CODE (High Vebcrty Hurricane Zone) HIGH IMPACT SLIDING GLASS DOOR °R 08/08/17 29C WEST 78 ROAD HYlEAH, FL =14 un PHONE• (305) 558-mm FAX (305) 558-MW wr.9m»reRmvRtt.cRm 17-147 DRAWING No SHEEP 4 OF ,a -FRAME WIDTH (SEE SCHEDULE ' E WIDTH (SEE SCHEDULE '•FRAME WIDTH (SEE SCHCOULE ••)--- A/8 DEr. X/7Al B/9 r A/841 B�9a' ,DEf. x/7A A/$,I B/941 �DET. x/7A 49 3/16" I 49 311r LJ c 0�1 PANEL FIXED11 49 1/4• D/12 49 1/4' MAX. FIXED 49 1/4" . OPERABLE - /AX. OPERABLE PANEL WIDTH /13-------MAX. OP p1 ERABLE PANEL WIDTH PANFL WIDTH /1 PANEL WIDTH i 33 3 j 3 P I° J / 1 J 2 _. o / /. i . _ v / // • _ Cg o / w C / */12 a C/13 / "C/13 D.LO. 1 j C.LO. 1 j D.LO. j SEE SCHEDULE •• 1 ) SEE SCHEDULE '•) I I (SEE SCHEDULE •* 1 0 x - 1, / o x p / 1.- x xIt JrE�TY/7AI rDET. VIA 111 �oET Y17A dI -- --` �1 -- L,JII �'--j--- ; J A/8 DET. X/7A B/9 L t------ t DET. X/7A� LNG. �' ----- t DET. X/7A j A/8 B/9 A/8 a B/9 TYPICAL EXTERIOR ELEVATION (OX� TYPICAL EXTERIOR ELEVATION (X0� TYPICAL EXTERIOR ELEVATION (XXi SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1•-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR PRODUCT REVISED * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. � * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMDS. SPACING AT JAMBS. ascog with the Florida T. NOA-No. 17-1102.16 Explralion oato 11l2016 i By_ mimm a redact Control •• FOR MAXIMUM FRAME & D.LO. •• ••• • • • • • •• • SEE SCHEDULE ON SHEET 4 . '�� A.rr�' • AR•MI OADE couNrY Q' : •'•• ••••• ••. d =_ • • • • • • • • AQRIDA BUILDING CODE (High Velocity Hurricane Zone) t n cSTRA11000 HIGH IMPACT SLIDING GLASS DOOR mm H1. U. No.4416T 1 Z, Oa/08! 17 E C O -c. I I N- ;L _558R70-1A8D41 07 Ir •aIICCQQ� 2•LW. !. va •NA� Rn FAY: (305) 558-EaB5 Y.c''�r�Ht�A..� ` 4. C• 'i' P...'�'ibr>a,-,� rm : a�aT3r�p, '" R.FiL ....,.e.,mmP.e.Mm 17-147 ••••••• �T ��5 �- ^(1 ••• �� t1A • •�^°• I�'•�°�-0°n♦ •�MFf9i. �'l�Sa! ions DRAWING IM E9�.'008]1 • • *QTER A TAN j. P.L • P. TIl 11 • /LOWA I!.•L•61 • ��JJ///II Si1EET 5 K to • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL EXTERIOR ELEVATION (OX* SCALE: 1/2" = 1'-0" * SEE SHEET 7A FCR MAXIMUM ANCHCR SPACING AT JAMBS. •• FOR MAXIMUM FRAME do O.LO. SEE SCHEDULE ON SHEET 4 D/16 Sim. PRODUCT REVISED TYPICAL EXTERIOR ELEVATION (OXO) ii GeT°I•unalag Codgwitn the Fbrlm NOn-No. 17.1102.16 SCALE: 1/2" = 1'-0" Expiation Oate 12/1112018 SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ey Mla uet Contro ER A. 7!( • • • . NUN N Y :�� •' • �GEN •••'•;� • • • • • • • • • • FL RIDA BUILDING CODE (High Vek')ubE HuCDrUricane Zone No. 44167 _ _ " ` MRICS110W HIGH IMPACT SLIDING GLASS DOOR * II - ' * ' IL E C O I N C. M9V1E�iLa33014 09 DATE 17 �✓ p, \` nWT T G d "G N ANY • • PPML (305�) SSxY- 10 =_Y�' / "• \�4',,t��� �.''� =„pi La°N:' p n,. R J , r::a ( � 17-147 • <- 6 P.E y"ZSRV� • • 001 i M l!•LAS7 • • s,ccT a or ,a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ME WIDTH (SEE SCHEDULE •• A/8/ 8/9 B'/10 B/9 4' A/84 r I DEL X/7A.___``, I DEf. X/7AI DEF. X/7A�_ I SUM. T .d 49 1/4• . OFERAB - PANEL WIDTH . D/17 D/17 33 33 3 w 4 / / o / < I o'• D.L.O. l I SEE SCHEDULE 1 / p 1 X X a X }j DEf. Y/7A 1 DEf. X/7W--_: DEf. X/7W-- DEL X/7AJ--- A/8 -4; B/9 4 B'/ 10 8/9-4 A/84 SUM. PRODUCT REVISED — mmplying with the Florida Ballding Code 1L NONo. 17.1102.16 TYPICAL EXTERIOR ELEVATION (XXXX) a ptr•tion Date 17J11/2018 SCALE: 1/2" = 1'-0" •r IM7• 1-O. rodMet cone SEC SHEEP 7A FOR MAXIMUM ANCHOR,SIM DACV AT JAMBS. • • • • • • • • • • • • ' �rG(� A. 7/ • • • • • • • • • MW11 DADE COUNTY .' ��C S�f``•., 9 = • • • • • • • • FL@RIDA BUILDING CODE (High Velocity Hurricane Zone) exln mTErn Ne SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR Lr of �FOR MAXIMUM FRAME & D.LO. No. 44167 SCHEDULE ON SHEET 4 71C C C O 08/08/17 rrrf O 'p� . a 1(: t C. 290 WEST 78 ROID DATE IDJilF.a1, FL 3.1014 �:I \\\• 7�LR TF�T010 t EN�NEf�INO COI�ANY PHONE: (303} 559-8107 fN(: (J07 SSE-EE6. �[pR1 '� 0. ws�.. ><>.�, .A> w EsEN•ERAT" —, —( -r•.. �tt .,.�,p.�.o»„ 17-147 ,0 , c 6 11 •. �+ mninbeALon1 EYartr wr 'O—IYAL t•�1111 • • •• ES-0006710 • • DReWdG Ne P.E S1!15',W P� E dRALT� ti T1i�{{.�yy F'E' • fLDRCM <, 4147 SHEET 7 Of IE • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NUMBER OF ANCHORS AT CLUSTER 0 AT HEAD & SILL CONNECTION SCHEDULE FOR A GIVEN ANCHOR TYPE. SUBSTRATE & MAX. A.S.D. DESIGN PRESSURE PATINl3 t1AM"w f11 HE 11E70Nf ANCHOR TYPE SUBSTRATE DESIGN PRESSURE TNO HEAD ILL 'n' OF ANCHORS FOR TAPCON FOR KMK-CON 0 1/4"0 TAPCON OR KWIK CON It POURED CONCRETE +60, -60 psf 9 5 +75, -75 psf 11 5 +85, -85 psf 11 7 +91, -99 psf 13 7 +100, -120 Psf 17 9 9.-O. 1/4.0 TAPCCN WOOD +60, -60 psf 11 N/A +75, -75 psf 13 +85, -85 psf 15 +91, -99 psf 17 +100. -120 psf 19 1/4.0 TEK SCREW ALUMINUM MULLION OR STEEL MEMBER +60, -60 psf 9 +75, -75 psf 11 +85, -85 psf 11 +91, -99 psf 13 +100. -120 psf 17 1 /4'0 TAPCON OR KWrK-CON II POURED CONCRETE +60, -60 psf 7 5 -75 psf 9 5 85+75, +, -85 psf 11 5 +91, -99 psf 11 7 +100, -120 psf 15 7 8'-0. 1/4-0 TAPCON WOOD +50, -60 pef 9 N/A +75, -75 psf 11 +85, -85 psf 13 +91, -99 psf 15 +100, -120 psf 17 1 /4'0 TEK SCREW ALUMINUM MULLION STEEL MEMBER +60, -60 psf 7 +75, -75 psf 9 +85, -85 psf 11 +91, -99 psf 11 +100, -120 psf 15 1/4"0 TAPCON OR KWIK-CON 11 POURED CONCRETE +60. -60 per 7 3 +75, -75 psf 9 5 +85, -85 psf 9 5 +91, -99 psf 11 5 +100. -120 psf 13 7 7'-0' 1/4"0 TAPCON WOOD +60, -60 PST 7 N/A +75, -75 pSf 9 +85, -85 psf 11 +91, -99 psf 13 +100. -120 pef 15 1/4"0 TEK SCREW ALUMINUM MULLION OR STEEL MEMBER +60, -60 Psf 7 +75. -75 psf 9 +65, -85 psf 9 +97, -99 psf 11 +100, -120 psf 13 O CORRESPONDS TO CLUSTER OF 29 OR 3@ ANCHORS AT It OF STILES/ASTRAGAL LOCATION (SEE DETAIL X) FRAME IffCW ANCHOR TYPE SUBSTRATE DEacN PRESSUtE TN1G JAMBS 'n' OF ANCHORS FOR TAPCON FOR KMK-CON R 9'_O• 1 /4.0 TAPCON OR KWIK-CON It POURED CONCRETE OR CONCRETE BLOCK +60, -60 psf 18" 0., 18" O.C. +75. -75 psf 18" O.C. 18" O.c. +85. -85 psf 18" O.C. 18" O.C. +91. -99 psf 16 1/2' o.c. 18" O.C. +100, -120 psf 13 1/2" o.c. 18" O.C. OR 8'-0" OR 1/4"0 TAPCON WOOD +60. -60 psf 18" O.C. N/A +75, -75 psf 18' O.C. +85, -85 Psf 16' O.C. +91, -99 psf 13 1/2" O.C. +100, -120 psf 11' o.c. 7'-0' . 1/4.0 TEK SCREW ALUMINUM MULLION STEEL MEMBER +60. -60 psf 18" +75, -75 psf 18" O.C. +85, -85 psf 18" O.C. +91, -99 psf 16 1/2' O.c. +ICO, -120 psfl 13 1/2' o.c. * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) OF- AT STUVASIRAGAL LOCA71M (TYP.) C OF STILES/ASTRAGAL LOCATION DETAIL X-X HEAD & SILL CASE N.T.S. PER A. T/T.•, NO. 44167 pi. 5 apes DETAIL Y-Y JAMB CASE N.T.S. PRODUCT REVISED as comp)I�Ing .�'th tha Fla Ada NOA-Nn9 Codr 17-1102.16 Oa-o. Expintbn Dale 12 11/2018 By fA ad duct rontrof •• ••• • • • • • •• • • • • • • • • • Mwn oAGE CouNry • •• • • • • ••• • • • • • • • • • DRIDA BUILDING CODE (High Velo" HUrtirane Zone) •.IT MEW •a SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 'P Lr ee: O C zso wEsr 7e Rao j%nWHIALEM FL 33014 OS/On/17 DATE #IWT WSTWG t E4GINWING CC&PANY •SS NW SPxk 1=+ M1vN Gx10 A x JlIY I`t Swi1 un�a. • • • • ®-0fg6]E • • • WALTER A ff Y P.E• �419] p"w.. (305) 358-8103 FAX: (305) 558-8885 •C'a�E1�FER AL •P..mP + • ;P; 17-147 it SNEEf 7A OF 18 FLOIOOAi1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E.D. 1 15/1fi' E'D' E.D. E.D. f�E 9� `01E.D. 9/t)SEE NOTE SEE NOTE 7- 2) 2) 2 Z"x P.T.P7(SEE NOTE 9/1) 7- SEE NOTE 9/I) 1(1. MINtMVM WALL MICKNESS� 7/1) 2) ® B/+) a I=^ EXISTING ® WOOD BUCK POURCD STRUCTURE SEE NOTE e t CONCRETE AWMINUM ALLOY fi083-TS ( /) �z� MWJI DADE COUNTY REO'D. APPROVED MDI1K)N y 9mg (UNDER SEPARATE APPROVAL) 1z P.7. WOOD BUCKS ,� _ (SEE NOTE a/1) ,. _ 31 I I _ 17 F E.D. "(2) UL ED. I'm ehr a WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES/ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 1 1 17 � ® EXTERIOR 3 3 4 t0 31 m 10 w 1 3 �w ALUMINUM MULLION W Z6 o ° 3 SUBSTRATE EXTERIOR W W E-D. ED. -(SEE NO (SEE NOTE 3 ;= 31 3 STEEL MEMBER BOTHERS T TO 2) ® N _ ,0 2 SHALL CONFORM Aa3 O S.T.M. A-500 A-6R rj f 34 A-36 W/ 12 GAGE 3 1 O- MINIMUM WALL THICKNESS. 9 2 5 �02 77 1 * 18 EXTERIOR 31 „'• �P'' i i" MAX. THICK HIGH .STRENGTH GROUT. 70 3 3 \3: POUCONR •• �a •.. ! PRODas UCT REVISED < E F.D. F.D. - •(2) IRN�ith Building totli + 2'x P.T. REO'D. NOTE 9/1)� ® ,3 NCA-No. 17.1102.16 W� BUCK (SEE NOTE 8/1) Expiration Data 1211112018 POURED CONCRETE/ STEEL MEMBER By BLOCK SUBSTRATE ml i-Da roduct Contra CONCRETE (2) 1/4' LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT (1)II+ T px ' SUBSTR NIL; -_,. • • • • • • • • • • • • • • • • • • • • • ,` •" .• tp ;: "GENS� =.• 9 ': • • • • • • • My,MI DAnE cOUFf1Y • • • PLORIDA BUILDING CODE (High Velocity Hlmimne Zone) SECTION A -A ND.44167LQ • • • •sn T ut•xc • • 11E SE01i1000 HIGH IMPACT SLIDING GLASS DOOR mx SCALE: 3/8"-1" • * •• F-ram IL IE C O INc. 200 WEST 76 ROAD HIALEAH. FL 3301a 0e/DB/17 DATE `$ ! 'y�t$ TIU.n•Tj�NO h ENGIYEptlN��Yr'WY PHONE: ((�S)) SSe- I= //� :' •. If1 • db xR. '°•..cs. cuoeK.• A�.. • • ��-I FA%: (705J 550-e6e5 t1 •'' 6 1 • ��I C� cn • N^y S]y P0+1.ri�>SI •G��RAL W.W.9.,� 1nPxLrom 17-147 VS,•• 4 III • .-maP�g�t%c%0 • • rSo6rioT BRA". Ne • • OOLTER A TwT`t P•. • p4C sNLT:'T a of +e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ED. E.D. (SEE NOTE 115/18' {SEE NOTE E.D. 2) ® ED. E.O. ED. 9/i) L N 2'z P.T. SEE NOTE (SEE NOTE - (SEE NOTE SEE NO1E EJGSIING 2) ® W000 BUCK POURED 9/1) g/1) 16" MINIMUM WALL THICKNESS 9/1) 2) ® 9/1) STRUCTURE (SEE NOTE 9/1) CONCRETE ALUMINUM ALLOY 6063-T5 �m REO'D.e MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1 z P.T. WOOD BUCKS n W w (SEE NOTE 6/1)' _ 1 F EXTERIOR ALUMINUM MULLION SUBSTRATE E.D. E.D. STEEL MEMBER B SHALL CONFORM AS.T.M. A-500 A A-36 W/ 12 GAG MINIMUM WALL THi q CMAX THICK HIGH STRENGTH GROUT. '-POUREDCONCRETEREQ'D. I -E.D. \ WOODSUCK4--(SEENOTE 2) ED. (SLF. (SEE NOTE B/i) NOTE9/1) NOTE 9/1) POURED CONCRETE/ STEEL MEMBER WOOD * (2) 1/4- LONG WENOTCHES, CONCRETE BLOCK SUBSTRATE (1) AT EACH END OF EACH SUBSTRATE SCREEN RETAINER TRACK AT 20 S T A , ". • • • • • • • • �c �c (4) 11/16' LONG WEEP NOTCHES. A. Tl(v�✓.,_ : • ' • • • • • • • NOTES. (1) AT EACH END OF EACH ,� y1Q': � �(jENs''' • 9 . .. . . . . .. . OPERABLE PANEL TRACK ATO tt \' l" '• • ♦ ♦ • • 1. FOR MAXIMUM FRAME do D.L-O. No.441 " 0&A,-66%" ' SEE SCHEDULE ON SHEET 4 do FOR ANCHOR'S CONCENTRATION NEEDED AT STILES/ASTRAGAL .0 '• STATE OF ' I L E C O SEE SCHEDULE ON SHEET 7A. SECTION B — B � z�5 _ 'l q�p : '�`iA` IF " � ''•... \ t11 • ""'•��C1' • 1 N C. tLIT'6"•'G ` `"`Ix°dNO'0•v .! ....,R. ", n. ms,•Mm4 oum0e, R • ^^ c 2. SUB DSiRAa CA BE COMBINED SCALE: 3/8"=1" .F��SIo liL1 i :'m>e"-,Li< •�FBaP: •+v� -0oa6/5 P.E TE • • :�A MDA yT P.�04057 •• • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as gg with the Florida ,,.Tiding otl• NOA-No. 17-1102.16 Expiration Date 2111/2018 By Wliam roduct Con :)A BUILDING CODE (High Vekx:hy Hurricane Zane) HIGH IMPACT SLIDING GLASS DOOR I CR`W" - Lc 290 WEST 78 RC40 HVLENI FL — I 08/08/17 DATE • PHONE (3C5) 558-8103 �°� BRAT.30 17-147 Jeluh✓R CRANING Na SHEIT 9 CF ID E.D. (SEE NOTE 9/1) 1 15/f6- E.D. (SEE NOTE 9/1) 2) ® 2) 0 rx P.T. ED. (SEE E.D. (SEE _ NOTE 9/1) E.D. (SEE VOTE 9/1) E.D. (SEE NOTE 9/1) x 2) DOSIINL STRUCTURE WOOD BUCK POURED NOTE 9/1) )4 MINIMUM WALL THICKNESS (SEE NOTE 8/1) CONCRETE ALUMINUM ALLOY 5063-TS MIAMI LADE COUNTY � a REO'0. p •• ,• s •- ; APPROVED MULL _••r 3 (UNDER SEPARATE APPROVAL) z�z �w ax P.T. WOOD BUCKS a (SEE NOTE 8/1) 31 3 1 1 fir 1 1 \� 1I 1 EXTERIOR � _ ALUMINUM MULLION SUBSTRATE E.O. (SEE ED. (SEE OTE 9/1 NOTE 9/1) STEF1 MFJABER BY OTH13' 2) /'A , N SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. 1� ' • 4 11. - EXTERIOR 3 MAX. THICK HIGH siREN' GROUT. 10 .. - •. �mi w - Po uRm • ; s W .. ,• .• :"� 31 PRODUCT REVISED ._. CONCRETE 2'x A.T. REO'D. _„f - E.D. L a mprying MM th tFlodds �o 0.11ding Code 17-1102.16 \ E 9/1) (7) WOOD BUCK (SEE NOT ® i 3 NOA-No. ED. (SEE (2) ED. (SEE (SEE NOTE B/1) Expiation Dato 1211112018 NOTE 9/f) NOTE 9/1) POURED CONCRETE/ STEEL MEMBER °y WOOD * (2) 1/4- LONG WEEP NOTCHES. CONCRETE BLOCK SUBSTRATE M rotlue SUBSTRATE SfCREENREAINERTTRACKCATO SUBSTRATE,,•• -.. ••• •• ••• •.. ` G� ra. Trc4 -� NOTESEi1f ML l DOE COUNTY •• �'••, '9 PCORIDA BUILDING CODE (High Vekfd(y HfI11C9nr. Zone) 1. FOR MAXIMUM FRAME & D.LO. .t No. 44167 ` • • • •t• • • SFRI9601000 HIGH IMPACT SLIDING GLASS DOOR D""-a - SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTTRATION NEEDED AT ST11FS/ASTRAGAL SECTION B— B ; * 1 L E C O 1 N C. x„9w�EST 7 M/De/f] D"TE SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED SCALE: 3/8'=1' / A� 'v Fn ��S1tt nurr#Tjr 1G • tNanw xwggyulT »—. �uoDa •»,. �-fu pmxn • • PHrANi' (305) 58 103 ( ) (, �]•s�.RAJ- �•.9a.�erwlmp«tom �7_1q� AS APPLJCAFJLE. _ t.,C/n..., Glut • -c4 s�.rm.. ORAINNO W. P.Eii mt • ��I//A/tl� • •ros.TLR 100wt ... PA • • FLORIDA 14."8] • �' SHL'ET 10 OF 18 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 1/4- MAX. OPERABLE PANEL INTO POURED CONCRETE OR uGE D.LO. CONCRETE BLOCK R1.m Eq , 3 B SEE NOTE 1 INDIUTED BELOW 4 11 1 3 1 3 a 1 11 6 GF W W i a<i i (2) 3 - 1 O 6 9 5 0 31 2) 1 m 7 11 ---_ --- y•. W z 6 1 1 11 12 7 o 1 4-D.LO. 1/ -0" MAX. 4' z 2'w .T. AX. SHIM (SEE TE 1 INOIU7GD BELOW) (2) 29 OR ©0 I MAX. SHIM - rn WOOD BUCK 1 ' •-0" MAX I MAXI . 4•-0' . 4'-0' MAX. •. (SEE NOTE 8/1) E WIDTH (SEE NOTE 1 INDrATFD BELOW) 9 3/I6' MAX HXEO PANEL ,.,,. WIDTH — WOOD EXTERIOR _ 3 ILz P.. WOOD BUCKS (SEE NOTE 8/1) SUBSTRATE POURED CONCRETE/ SECTION C—C OXXO) CONCRETE BLOCK STEEL MEMBEERRMBYY OTHERS SCALE: 3/B"='" SUBSTRATE 0.ST.M. A-500 A-833 OR 0 1/4" MAX. OPERABLE PANEL N'10, /8' MINIMUM WALL THICKN65 A-36 W/ 12 GAGE D.L.O. ALUMINUM ALLOY 6063-T5 7ML,W WALL THICKNESS. (SEE NOTE 1 MIAMI DPDE COUNTY APPROVED /1 8 'I'D, EO BELOW) 4 MU:l1oN (uNOER SEPAPATE APPROVAL) (j�J 1 - - - - W N -- ---� - - _ �m (2) 31 31 ' 9 5 0 O 1 2) 7 11 ^ w 6 1 10 O. La. 1 1 12 7 E.O. E.O. V 6 � PRODUCT REVISED 1 I 3" °1 z a$ eomprg with the Florkla _ 1 w 6uiIdIng GGood0 t/4' D.L.O. 2 NOa-No. 17.1102.16 MAX SHIM (SEE NOTE 1 INDlarep BELOW) I I () 2 OR SO 1/4• �f F,Iplr,•oa D 1211112018 1 4'-0" MAX .-C" MAX. .•1 a'-0" MAX. - I -0" MAX. MAX SHIM 3 By ME YADTH (SEE NOTE T INDICATED BELOW} mi. s P-duet W 9 3/i fi' MAX. FIXED PANEL 1YI0 ERIOR _ • �U MI N U M LO N STEEL MEMBER _ .• ..• —�M U L SUBSTRATE SECTION D—D OXX{J��aA. TI : '.; B T A E „UM, GAGE WUffT. SCALE 3/8"-1" Q' r''• •.•• '� • • • • • • • • FTQRI DA BUILDING CODE (HIDN Velocity Hurricane Zone) NOTES. • ,uY c • SfRI 510 )0 HIGH IMPACT SLIDING GLASS DOOR i. FOR MAXIMUM FRAME k O.LO. No. 44167 SEE SCHEDULE ON SHEET 4 08/0e/17 tL E C 0 ANC. 290 " 7° ROAD GATE k FOR ANCHOR'S SPACING HLAIJEV1. FL a3o14 SEE SCHEDULE ON SHEET 7A 1 • \ MIT G t ENGI NG ANY • • PHONE: ((SGS 5G8-8103 `� r • vv \\\ • w1! a�. �,. A a. m�a� �n,er iL FAX: (J05) 558-6665 2. SUBSTRATES CAN BE COMBINED • .....\�`c \1\ • • "`" •'°°�>e„';-' "' �... R� s1.'-v''v""bl"'Po<t•"" 17-147 9� GNAWING Ne AS APPLICABLE. -_-' W �— • • �sl1II nu 111 - P.0 • S iw� • RDMDA w /W 7 f as,Wn SHEET 11 OF IB • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• (2) 1/4- MAX. OPERABLE PANEL D.L.O. EE NOTE 1 INDICTED BELOW \ u� o s t to 1 w �. ) 3• /4 . 'I (. SHIM (SEE NOTE 1 DINDICATED snow) (2 9 OR 30 2-x P.T. 1 (SEE NOTE 8/1) 4 -0- MAX WOOD DUCK 9 3/16- MAX. FIXED PANEL MOTH- ------FRAME WIDTH (SE: NOTE 1 INDICATED BELOW OOD SUB ATE EXTERIOR SECTION C-C (OX) STEEL MEMBER BY OTHERS SCALE! 3/8--1• SHALL COI!MM TO POURED CONCRETE OR CONCRETE BLOCK REO'D. r j to rnc. slil' 2) o 1/4- MAX. SHIM--' / jV t t Ix P.T. WOOD DUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1 8- MINIMUM WALL mall �►� �_ . lug ©�� �' 31 a - Nm NUM ALLOY 6063-T5 WE COUNTY D MULLION SEPARATE APPROVAL) W 0 PRODUCT REVISED as—.p)rinp with the Fbrida MWIdinB Code _ NOA-No. 17-1102.16 Expiation Date 12/11/2018 By Mlam' ade oduct COntrO STEEL MEMBER ALUMI UM• e • • • •• EXTERIOR SUBSTRATE • • • • • • • MAM DADE COUWY �/ Q,��P.••••••• �7%� ;- • • i • • i i i i • i • SECTION — 4o X �) •*1 � RIDA BUILDING CODE (High Vebcity HIATIcane Zone) • • •:wt TILTA dOW. • • !R)EES41000 HIGH IMPACT SLIDING GLASS DOOR t. FOR MAXIMUM FRAME & D.LO. SCALE 3/8'-1• ?• LC No.44167 SEE SCHEDULE ON SHEET 4 I L E `+ Q 260 WIST ]e R0/0 08/O8/17 MVLENI, FL 7SOi} do FOR ANCHOR'S SPACING 1Nc. DAM SEE SCHEDULE ON SHEET 7A �� TlLw4ris4G t PHONE (�) 538-8103 \\ • dh N x .A.. rn, T7. mo—A owcs • uia ( ) 558-6665 2. SUBSTRATES CAN BE COMBINED =_ c� " .. ' � ttt • • ^° •'°_+^-"'°•f �i'v' , �v 1 " �" r Pam^ 17-147 AS APPUCABLE. -yAI� • • me 71 • P Solti�� DRAWING No pRE • • tYAt'TR A TAUT PAL •Tal...i inA•li • FLORDA It.iY67 • rron SNEEf 12 ate ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/18- MAX. FIXED PANEL D.L.O. E NOTE 1 INDICATED BEL( (z) z9 � I 11 � -- - 1t s 7 Wg g 10 1 3• N D.LO. 2'x P.T. — SHIM (SEE N 1 INDICA BELOW) I 2 Q9 CR HOOD BUCK -0 �' 4- 1 9 1/4' MAX. OPERABLE PANELWIDT SEE NOTE 8/1) 'FAME WOOD WIDTH (SEE NOTE 1 INDICATED BELOW)-- SUBSTRATE EXTERIOR SECTION C—C (X0) STEEL MEMBER BY OTHERS SCALE: 3/8'-1" SHALL CONFORM TO A.S.T.M. A-500 A-653 OR POURED CONCRETE OR CONCRETE BLOCK REO.O. 1/4' �tx P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8' MINIMUM WALL THICKNESS I OY 6083_T5 © at SEE NOTE 1 INDICATED BELOW r ar a - ® • � � a� - COUNTY APPROVED MULLION TE APPROVAL) PRODUCT REVISED as compy ng with tha Florida sndme CCuoda NOA-No. 17-1102.16 Expiration onto 12/1112018 •y M1a 1411: erodoct Contribl STEEL MEMBER EXTERIOR �� p• 7'1Q=;•A U INS • • • • • • • • • • IrAU1 DARE couNrr NOTFS: SUBSTRATE SECTION D — D X 0 P ; cENs T''9 t • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) =o+7 IXTEW I SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 1. FOR MAXIMUM FRAME h D.L.O. SCALE: 3/8'-l• No. 44167 LC SEE SCHEDULE CN SHEET 4 Z0e/0e/17 & FOR ANCHOR'S SPACING a ° II IL E C O I N C. � FL 3�0 DATE SEE SCHEDULE ON SHEET 7A r,y., • TILUT TESMG s TMI ER1Nc co ANr • PHONE (308) 558-8103 • o� n::. •a. s�•p.e. o..�or�, n ��r E FAX: (305) 588-66&5 2. SUBSTRATES CAN BE COMBINED `AS APPLICABLE. � •(y�tt`t • • Wool: •mt>ax wi �""•"'s. cz..s 6,m°�'w' .xa.s��I DEAanI�No /�JLI/� • ®��7pyp�JQ{1 I • • oC -��//////% • •F�PoOAi. !! Iil.)i7P.E • SHEET 13 OF 18 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • POURED CONCRETE OR CONCRETE BLOCK REO'D. m— i1 --ISEE NOTE 7 INDICATED BELOWM"i I ��i�• eo 6 w= -J WO WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE P w= w (2) 7/` (SEE X. SHIM STEEL LOJBER BY OTHERS SHALL CONFORM TO AS'.M. A-S00 A-653 OR A-38 W/ 12 CA.CE 1 INDICATED BE"I ! �(21 @ OR QO I I ;•. OPERABLE PANEL 5Y10'RH -----FWJE WIDTH (SE= NOTE 1 INDICATED BELOW) - SECTION C-C NX) SCALE u—mil ■ sW i —I Ix P.T. WOOD BUCKS-1— (SEE NOTE 8/I) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8• MINIMUM WALL THICKNESS ALL'M:NUM ALLOY 6063-T5 OLI APPROVED MULLION TE APPROVAL) w PRODUCT REVISED as comolvinn with th• Florida •uilding a 17-1102.16 NOA-No. Euvtration Date 12111 /2018 By miam a e duct ontro STEEL MEMBER &OMNMfA IIULt 0NO• • • 090 • • SUBSTRATE IXTERIOR * P �, � A_ jl�J • • • • • i • • • • MA1 WE COUNTY c+�s: SECTION-� (XX; �����` DENSE •.9 '• FLORIDA BUILDING CODE (High Velocity HurrcaneZone) 0.17 IeTTCO INC. SERIES 71000 HIGH IMPACT SLIDING GLASS DOOR 01'`"" 1. FOR MAXIMUM FRAME & C.L.O. 6C'V'E' 3/8 al + NO. 44167 LA SEE SCHEDULE ON SHEET 4 * • * ' �' 2Ro WEsi 7e Rao 08/08/17 & FOR ANCHOR'S SPACINGU. O INc. NMAtw n_ 33ROIa DATE SEE SCHEDULE ON SHEET 7A. _ 4r Q�• �c • DLLJf T�TNG k ENOIEROlG C�NP,�IY • PHONC (]OS) 35e-8I03 305 2. SUBSTRATES CAN BE COMBINED ? °' ��•" • J•C��aLLt` `� i'I`''0S "�c"m°+�1i+1a11° --g ( i wNo�o�n� AS APPLICABLE. t'.'S R• `AFn:��ii.wa..L • • w�+EN .:_' "" .'•"«� 17-147 r /QNI\� M il• • •®�ppe•�9 • • �"'�Sol.�b.. DRAWING No P.Ey '� • NK A Tie A-., P.E • FlDRIDA uo. L1167 SHUT to !K 18 IF i s • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 3/16" MAX. FIXED PANEL WID POURED CONCRETE DR DCF Olf 1 CONCRETE BLOCK REO'D. (SEE IO,E 4/I) � 3 31 1 11 8 3 a m w .• o o� z } 1 9 10 a 3- w 1ov � 2 0 7 E0. EO. 6 1 wz w 3" V `r' z ~J MAX SHW 0• AU% I (2) 2® OR �0 i (SEE NOTE 1 INDICATEDM, X. BELO'N) MAX +SHI /) 1 - 4'-0" MAX. 2': PT / (� � 1) I FRAME WIDTH (SEE NOTE 1 44DICATEU BELO'N 7 / 49 1/4' MAX. OPERABLE PANEL N1D E%CTERIOR U P.T. WD00 BUCKS WOOD (SEE NOTE 8/1) SUBSTRATE SECTION C—C (OXX) POURED TEONCRETE/ BLOCK STEEL MEMBER BY OTHERS SCALE: 3/B ' SUBSTRATE SHALL CONFORM TO A.S.T.M. A-500 A-653 OR 1/8• MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 A- . W/ 12 GAGEIC MIAMI DADE COUNTY APPROVED MULLION ININUM WAi1 TTRICIOdESS. 9 3/16- MAX FIXED PANEL WID (UNDER SEPARATE APPROVAL) C 1 3 1 11 8 3 co _ o 0 (2) � 1 } i g 6 10 1 1 3 1 1 (2)� 1 _ 0 3 .F }^ w z 7 E0. I EO. 6 esicROorDnpulyCl Twlth tlSiEFDlorlda NOn-Z 17.1102.16 O_ Expiration Date 1112018 29 MAX. sHIM I (2) OR 30 I 1/+• (SEE NOTE 1 INDICATED BELCW) MAX. SHIM my MAX 4•-D• MAX. 4 -0" MAX. Mia roduct Contro FRAME WIDTH (SEE NOTE 1 INDICATED BELO' STEEL MEMBER ExTER10R Aa.JIt MAX:o0 ..L.AN: xlor BRA. A ALUMINM WICLION SUBSTRATE �/ ,y�Q ��CEIYS� ; .: . •: : WMIRAIE WN, OADE COUNTY SECTION Q — 40 /� X a • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane zOD.) NOTES:SCALE: 3/e"-7" 0-7 mx w ixc. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR tl AM1 e ` LC 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 S� IL E C O INC. � ti 33� OB DAATTE 17 & FOR ANCHOR'S SPACING = • T1LLrr = R CERIlID 0 NY�RaA-�L PHONE' (305) 3330310.E 014 SEE SCHEDULE ON SHEET 7A. =_�• . •� `� tt • `FAX (305) 558-E663 tC•f�1t1 • nw..�'"imx'`,a$.r�:<u"'u` ,v1�'°° G ....oPnwrnwa.mn, 17-147 2. SUBSTRATES CAN BE COMBINED ' /ONALE It • • •-� ,: �<.�o•aa,em . • •�_ cows • �,y, •� ® 19 • • C�^S DRAWING Na AS APPLICAOLE. P.E. I RE/DAE • •�FCOftI'1 Jr.. P.E • DA u13T oven $I10ET 1s a ie • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M. mw NOTE Wz (2) Ljo 6 W 2-x P.T. 4 J W000 BUCK 1 A%. SHIM (SEE NOTE 8/1) WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A-500 A-653 OR 1/4' MAX. OPERABLE PANEL WID POURED CONCRETE OR D.L.O. CONCRETE BLOCK REO'D. EE NOTE t AND BEL gW 6t ® � - ._—._EI -• _I • t s EWA II I'lllllll��lllllllll, �� STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME do D.L-O. SEE SCHEDULE ON SHEET 4 dr FOR ANCHORS SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. EXTERIOR .rrr��•- , l'', ?, A. 7!(G SECTION D-D OX91 .�1'r�P;VVV\4��ENS�; SCALE: 3/5-=1- No. 44167 P.E. OY 6063-75 OUNTY APPROVED ER SEPARATE APPROVAL) �z )1� J m ,10 PRODUCT REVISED •s �ompylny with tN Florida BuIldlnq Cods NOA-Nn. 17-1102.16 Expiration oats 12/i i /2018 By i Mlamr-" Product Contro •• ••: A"NIll& MMLION • SUBSTRATE M�a DADE C«9M i •• • • • • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02.17 MTEW Na SERIES 11000 NIGH IMPACT SLIDING GLASS DOOR o LX-F °Yt ,r � I O I N C 290 WEST 78 ROAD • HWIAH. Fl- J>ota OB/Oe/T7 oATc AA• At • it` • _ • • nLur TFtT9ltat CNGIIrt06Hd CjMPMr .m xw. Tw a. a- mehw.o4. a aDTR• n JM li•• � :�r�n: �i� �ei,rn.T��..,r • •® �.'06�19 • • WAT•+ A TAUT Jr., P.E • FLMDA Lk- M76! PHONE (303) 55a 9103 FAX: 305 SSa-w65 �' EN RA 1 , aaa g." "'P°`L`°"' 'A.G'>�S.aG.tiea 17-147 ORAWNO w S71EET 16 OF IB • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D.L 0 311 WOOD EXTERIOR (SEE NOTE 8/1) SUBSTRATE POURED CONCRETE/ SECTION C—C (XXXXI CONCRETE BLOCK STEEL MEMBER ErY OTHERS SCALE- 3/E-=I" SUBSTRATE SHALL CONFORM TO AST.A1. A-500 A-653 OR DLO. A-36 W/ 12 GAGE (SEE NOTE I ALUMINUMMALLOY 6063� 5NE55 INIMUM WALL TMCKNf55. INDICATED EELOW) MWA1 DADE COUNTY APPROVED y MULLION (LTIOFR SEPARATE APPROVAL) 4 w H� a� v r 7 „ 6 12 6 10 0. , 70 EO. E.Q.Ea. 6 a� PRODUCT REVISED WlZ 1 I 3- 1 w complyingas with the Fbd ra Building Code L NOA-No. 17-1102.16 D' O' 2 29 OR 0 (f1/4" M Enp;.atienDate 12(11/2018 '1 SHW (� NOTE 1 INDICATED BELOW) � � O 4'-0" MAX '-0" MAX. 1 4'-0" MAX. I 4,-0" MAX. MAX SHIM E WIDTH (SEE NOTE I INDICATED BELOIV) Miam rotluet ontro 9 1/4" MAX. OPERABLE PANEL WINO a ocrERloR ,,A"" •• ••• . • •ALUMINUM MULLION STEEL MEMBER "�" ••; SUBSTRATE SUBSTRATE SECTION D-D �XXXX) , ya �G N 9 ,RANI COUNTY ,1'rP� E Td i •• • • • • ••• • •'•• :. • • • • • • • FLORIDA BUILDING CODE (Kgh Vebdry HDlrirarle Zone) NOTES: SCALE 3/6"-1" aai7 TErn i✓R!. • • • SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR No. 44167 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 z90 Wi:s'r 7e6/oa/17 1 L E C O 1 N MWFA7L �. e ROAC73C14 GATE & FOR ANCHOR'S SPACING '•. �• nttJr TExo • EEp1NG ANr PHONE- (3m) sye-elal SEE SCHEDULE ON SHEET 7A _ p. =jy �t • FAx 3D5 ss --al 5 �{ �, • 71e ,t .. ,» db. 1,.. E RAL see Pottewn 17-147 �1`.,, t rem.• (saHT-�sy r..: Cxlle�FiiJ• 2. SUBSTRATES CAN BE COMBINED - C� tell • • •-i ®� 9 lip, • • z.� s ,.:a+ Mu G Na AS APPLICABLE. - 4•-- • Wu}ER Jr., P.E• • - P. • • • I.ONICA k {41 e7 • SHEEr 17 of Ie • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (2) 110 x I' F.H. S.D.S. •' ; •►► 1• P.H. SIDS (2) #10 x 1 1/4' P.H. S.D.S II P.H. S.D.S 8 11 31 CANT. SDCONE R ] CORNER CONNECTION STILE AT TOP AND BOTTOM RAIL (NON OPERABLE PANW (2) #10 x 1 1/4' SCALE 1/4' — I- P.H. S.D.S PRODUCT REVISED as comI g with the Flarlde Building tCode NOA-No 17 1102.16 Expiration Data 12111/2018 By MIamLDade Pmduct Cootro • rrrrii-'- • • • • • • • • • teFYl fY.'JE COUNIY rtllnnQ.��• •'••. "T� �_• • 00 0 0 • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • • oxol Ero•Nc • • • SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °""Nx M LQ No. .1 * as/oe/n * iso wEsr ]a rtora wrE tL E C O IN xwFw, ti 330,4 '� •. • TILLn ro TMTa0 WW-EE — qp--b PIgAE (305558-810] r FAX' (75) 53e-888S p • wPxetA , ms w>ti v1a GENERAL ..a.t<xa•d�OPOcl.ram 17-147 �,1'.s� R(�$,i t • "r'<m`n- '�' c.o ssa.n oowo (CP 1t1 • • • ! '"0�. • • � �"s'G'�"°^ oxnwixc N. t. •-aooe]� „�' TE • 5•L A 1•L11M I6]P• • • _..t SNEEr 18 OF ID • • •FLORr4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • f• •• ••• • • • ••• • • MIAMI•DADE MIAMI-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.miamidade.aov/economy General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 SCOPE: ••• • ••.•�• This NOA is being issued under the applicable rules and regulations governing,tllp•yse of•�ggesepuctionl • •, % materials. The documentation submitted has been reviewed and accepted by Miami gde County RER . • Product Control Section to be used in Miami Dade County and other areas where a4awed by the Aathori4 Having Jurisdiction (AHJ). .... . 000 • ..... ...... . ... .....• This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Coxnty Pro*4 cA Control..... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade-CoemRV) reserve�the right • to have this product or material tested for quality assurance purposes. If this product or ma:qjgl; fails td • • • • • perform in the accepted manner, the manufacturer will incur the expense of suchxestii'g and the AHJ ma}:....: immediately revoke, modify, or suspend the use of such product or material within their jurisdacAa& RElt reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product •Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000 High Impact" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 17-150, titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of I4, dated 08/08/17, with revision #1 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., 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# 15-0624.01 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 Helmy A. Makar, P.E., M.S. j/ NOA No. 17-1102.11 MIAM1•DADE COUNTY G P W lz 1411 _ Expiration Date. 10/21/2019 ' ( Approval Date: 12/28/2017 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA#09-0806.03) 2. Drawing No 15-164 titled "Series 18000 High Impact Horizontal Sliding jy �w - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/04/15 with revision #1 dated 06/04/15, prepared by Tilteco, Inc., signed apy,%aed by, ,alter A. • 0,: • Tillit, Jr., P.E. . 0 0: 0 0 B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• •: •.:: • • �: "" .. ... . 2) Uniform Static Air Pressure Test, Loading per F33C TAS 2.02-94 ...... • • 3) Water Resistance Test, per FBC, TAS 202-W 0 : ....:. 4) Large Missile Impact Test per FBC, TAS 2V 1-gh• 9 : • •: 5) Cyclic Wind Pressure Loading per FBC, TAS'203-94 • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5954, dated 07/10/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#09-0806.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 06/23/09, and updated on 06/04/15 to comply with F13C-511 Edition (2014), prepared by Tilteco, Inc., signed, sealed by Walter A. Tillit, Jr., P.E. (Submitted partially under NOA#09-0806.03) 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlaver" dated 04/25/15, expiring on 12/11/16. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-1102.11 Expiration Date: 10/71/2019 Approval Date: 12/28t2017 E-1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with F13C-5th Edition (2014), dated June 18, 2015, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated July 27, 2009: isww by Tilteco, Inc',• . •: • signed and sealed by Walter A. Tillit, Jr., P.E. ...... .... ...... (Submitted under NOA#09-0806.03) • ; • 3. Laboratory compliance letter for Test Report No. FTL-33882 .irswed by.9en@stratioV * * 6 : Testing Laboratory, Inc., dated 09/05/02, signed and sealed by Xm h Ch;, P.4. • •; • • (Submitted under NOA# 03-0314.07) """ ' ' •' • • • • • .. .. .. . ...... G. OTHERS • 1. Notice of Acceptance No. 14-1021.08, issued to General Impact GIn s & NWWws, ; • ; Corp. for their Series "18000 High Impact" Aluminum Horizontal Siiding.'Miptlpw — • • L.M.I., approved on 11/06/14 and expiring on 10/21/19. so 9 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 17-150, titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 08/08/17, with revision 41 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6th Edition (2017), dated August 08, 2017, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. elmy A. Makar, P.E., M.S. ProMet Control Section Supervisor NOA No. 17-1102.11 Expiration Date: 10/21/2019 Approval Date: 12/28/2017 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. .. ... ... .. .. GENERAL NOTES: ; ; ; • •• ••• • ••• 1. SERIES 18000 HIGH IMPACT HORIZONTW 6UDINCY WINDOW:ARIRE MISSILE IMPRL•f•RES111A T, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/BRO'NARO COUNTIES) 00 DESIGN WIND LOADS SHALL BE DFTERMINEIYAS PEM S[CTI.N .62. 00 THE ABOVE MENTIONED CODES, USING ASCE 7-10 AND SHALL NOT EXCEED HE MAXIMUMe(A.S.15.t �ESt N � RLtSL&E �J•fINGS AWCATED ON NOTE 2 BELOW. 00 IN ORDER TO VERIFY THE ABOVE CONDITIOL•. 11CfIMkE �ESl*•WI� L:AD:�7EW,4NlD PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND L ADS Y MULTI LYIN THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 337. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN HEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. TWS ACY FOR IMPACT 1626 OF OHESABOVEUMENTONED CODE ASDPERnPROTOCOLGUE S RESISTANCE 01, BTASN202, TIA9-203,IN CPEROFEN FCE ENESTRITH ATION TESTING TESTING LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. MMIMUM A.S.D DESIGN PRESSURC RATIN^ FOR THEcc WINDGWS cuu 1 or c SHEET 12 (SCHEDULE 111), MAXIMUM ANCHOR SPACING SHALL ac ec PCR crucnnlr d SHED 3. THIS SERIES 18000 OT R 0 IR HIGH A H RRI IMPACTAh PROT HORIZONTALTION DEVILE. SI LDING WINDOI. eRrc MISSILE IA'PAGT R cLcrA� T WILL N 4. IHIS SERIES 18000 HIGH IMPACT HnRI70NTAl ct jig luny C) ` R" MISSILEIMPACT RESISTANT.I AIM. (SEE SCHEDULE If I ON SHEET 12). 5. SERIES 18COO HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1. 2411.4.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G = 0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES' EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. f'C = 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2 - 1/4"0 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®), THRU 1" P.T. WOOD BUCK. (8) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2". - 1/4"0 TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY (TIN BUILDEX, INC. (COMPONENT 0, THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. M!N. EDGE DISTANCE (E.D.) - 1/4"0-14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 20). (D) TO EXISTING MIN. V THICK ALUMINUM MULLION (6063-T5 ALLOY), MIN. EDGE DISTANCE (E.D. = 1/2". - 1/4"0-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT T. (E) TO EXISTING MIN. 12 GAGE (0.106-) STEEL MEMBER (ASTM A-500, A-653 OR A-36), MIN. EDGE DISTANCE (E.D.) - 1/4"0-14x3/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT �. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WiNDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM HE PA.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY- (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. L111111i110%0 " st THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA� FLORIDA RI III ni— rn r>c rut"(. v. FaoDJCT 12 VISED ` NO. 44167 ! 02017 PLUM Ns. SERIES 111000 HIGH IMPACT HORIZONTAL SLIDING WIN M "�"'' i'36€'^�L•:Ix r^ioride a j LARGE MISSILE IMPACT RESISTANT � sw;.jo . I L E C O A .z\• - o .�/ '�reo� T m, 290 WEST 78 ROAD 08/OB/17 �'STpp�t{���()�)..�Ctt.// (tee TIWf 7ESTINO ! ENOINEEAINO COYIYIY MBE+. FL aw14 I)ATE i q - �v n 10 atv�; f PHONE (305) sse-BIOS ,.•'' aw N.•. xu. s s d xac.RA GwoOrs, n anw FAX: (J06) sse-8865 v =:� i L s7 —geR witrip.d. m 17-150 s�..11II !-N` lac«.00a. �E,c �..s«a,r:... Ir AI r-`"1 'rll, ®-OOOB71s DRAWING N. MIAMI-DADE COU ,,y^' WALTER A Tu ll* J.., P.E. PP.fl!ft Ifl1VATkfRt7 TE FLORIN U. 44187 SHEET I OT 14 10 FRAME HEAD 6063-T6 ALLOY & TEMPER © H.D. VENT MEETING STILE 6063—T6 ALLOY & TEMPER 0 %2• R T 8 Q - 174• 0.050• 11 SILL RISC 6063-T6 ALLOY & TEMPER . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 42 FRAME SII I 6063-T6 ALLOY & TEMPER ®ALUM. INSFRT BAR EQfUj6 6063-T6 ALLOY & TEMPER @3 FRAME JAMB 6063-T6 ALLOY & TEMPER O TOP AND BOTTOM RAIL 6063—T6 ALLOY & TEMPER L79• ]66' $ 49 - G.4L k 3 os COMPONENTS SCALE 3/4--1" m6• o HIetJJJJtiie d,e VENT LATCH 6063—T6 ALLOY & TEMPER 4" LONG rI'ODUC f RE L'ISED 6.; conVNYinE W14h Nx Fiorid:. B u:i 1g Cob i G �Nn , Acxpquce 1�.L7D 11 y�D6� zo/q 7� '�� MIAMI-0ADE COUNTY .f39• G375- 0.0 • 1 0.1]4• olQ a z- c S 0-4 .37e' e66• .ITS• 6Y 613• ®-CO—LOWAL M INITIN O FIXED MEF m; STIL 6063-T6 ALLOY & TEMPER 6063-T6 ALLOY & TEMPER ® JAMB STITlE 6063—T6 ALLOY & TEMPER ® GLAZING READ FOR 7,/16" GI ASS 6063—T6 ALLOY & TEMPER 02017 MUM M. IL I ECO,M�. TILLIT TEsMo h ENOINELIONO COe1PAM' axis r.r a. m. a1or awms, a vla -mw: o�t.4c•ea.com EN-gOp6719 WAITER A TIUJT P.E. 41 RORIOA Uc. 44187 ® AL S RT RAR 5 6063-T6 ALLOY & TEMPER 10 SILL TRACK INSERT 6063—T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Vebdty Hurticam Zone) HIGH IMPACT HORIZONTAL SLIDING NNDO ggawN �., RGE MISSILE MhPACT RESISTAM L.c. ONE WEST 78 8-81 Oe/08/17 MN.EAN. FL 33014 BATE PHONE: (305) 559-e103 i rFAX. (305) 5m-mr5 -..ge�«an va L 17-150 DRAWING N. 1 SNEET 2 Of 14 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . BILL OF MATERIALS _ TTEY QUANTITY DESCRIPTION • • • • ... .. .. • • • • • • • • MATERIAL 1 1 FRAME HEAD • • • • • • • • 2 1 FRAME SILL 6063-T6 3 2 FRAME JAMB 6063-T6 4 COLONIrLL MUNTIN (OPTIONAL)fi063-T6 5 1 VENT FIXED MEETING STILE • • 1/ BAR ALUMINUM BAR INSERT FOi05 • • • • • • • • • • • • 6063-T6 6063-T6 6 1/ VENT H.D. VENT MEETING STILE 6A i/ BAR • ALUMINUM BAR INSERT FEi!© • • • • • • • • • • • 6C63-T6 7 2/ VENT TOP AND BOTTOM RAIL 6063-T6 8 1/ VENT JAMB STILE 6063-T6 PRODUCT VIEVISED W. compip".8 with 0. f1mJ.. By'JL.3 Qde. A.^CrnI=END/ - o • 11 uDAte�O is i3y MM"ADE GDUNTY GLAZING DETAIL FOR SCALE 3/4" = 1" A. r �•CEN •• ✓9 ; No, 44167 �, •2a1T TLTECD DL. � P }�F 7 Q` � �� .• � ( ��: • �� i � TIWT TEmNp k ENdNEEpINp cDMPANY nv. ]6n Sl. Aa D!. WOIA GNOpf, n ]JIC! V �,�` •' 1 a rtwa: tiltoLcom EB-OOM710006)19 WALFLORIDA l . 44167.E i P.€ ,..• TUROMTE GLAZING DETAIL FOR SCALE 3/4" = 1" FLORIDA BUILDING CODE (High VelcOIIy Hunicane Zone) IMPACT HORIZONTAL SLIDING WINDO pUMN JISSILE IMPACT RESISTANT I L.C. 290 WEST HMLEAK F DATE PHONE: (305)FAX: (305) JROAD08/08/17 rvM.9anerallm17-150 DRAWMG Ne SHCR 3 OF 14 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . FRAME WIDTH (SEE SCHEDULE /1 ON SHEET 12) wl + (SEE SCHEDULE !1 ON•7H- ,-' w2 i w1 + • •� • • • • ( S=H:DULE `1 Oa SHEET 12) (SEE SCHEDULE /1 ON SHEET 1 • . .(—r. — i D/9 'a EIA)f. DL.O. (wIDTN} • • • • • • • •t MAX. E. O. (WIDTH)) II SEE SCHEOIAE 1 ON �EEf 12 • • I I T7 S"EDOE 01 ON SHEET 12 I I '^ —. D.L.O. (WIM) • • • • II • • • • • III (SEE SCHEDUE /1 ON SHEET 121 29 ••• i 11i OR II = p`ou••" 0 i i �•• II•II�2Oj9RA Il1I — ti 2I"1IO 9/R 2 (SEE SCHEDULE (SEESCHEDULESHEET 12) (SEE SC HE�DUILI EON SHEET 12) ON SHEET 12) /8 €� gN- A F—i %I % O 1 INDICATES FULL REINFORCEMENT INDICATES FULL REINFORCEMENT T— L `A/6 SEE DETAILS 1 & 2 B/7 A/6 (TYP. HEAD/SILL) AND SCHEDULE 12. ON SHEET 12 19 + 20 (3) 1 3/4'xl/4" HIGH WEEP HOLE AT 3 1/4' FROM ENDS AND ONE AT MIDSPAN �1; TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE t:cr..ucT:1 rj! 1 ' =1 '-0 w�lyiyinr :€u::�. AccrpanT� No o%�! 9 1 ° BY MIAMI-DARE COUNTY mi nA D/9 25 OF 2� AS APPLICABLE 4 SURFACE APPLIED. COLONIAL MUNTINS C/8 *NOTE: wl AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wl + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c CREATED BY wl AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. J ri � 5- MAX. "S"= Max. ANCHOR SPACING ,�,�,o,�o�' (See schedule #2 on sheet 12) A. TIL.. 02017 nLTEcO INc. SERI 44167 IL ECOINC. • 17ll,ff TESTING , ENGINE[i[NG COMPANY qE�'F" 61b R� A M JO3. (�GNi„p'1.1Fl 311C! ` ���CA��A,, EB-0006715FLORIDA U.. �th7 FLORIDA BUILDING CODE (High Velocity Hlm.ne Zone) X HIGH IMPACT HORIZONTAL SLIDING WINDOW[ DRAWH By: LARGE MISSILE IMPACT RESISTANT LC. ' 290 WEST 78 ROAD HLALEVL FL 33014 -108117 DATE PHONE: (305) 55B-8I03 17-150 FAX: (305) +n558-6665 www.9—ftp-L— tsar m�e.w DRAwnc Tw n ,1 MEET 4 OF 14 G . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MAX. FRAME WL7TH (SEE SCHEDULE %1 ON SHEET 12) • • • . A/6 / B/7 i • • • • • • •I iR • w r • • • • _ • OGRE SCHdbULE QR ON SHEET 12 (SEE SCHEDULE T • • • S % • • • • ) // ON SHEEP 1 -1 h-:�: I • • • - • • • 1 • • t ' Y77I A s Fy, 1 • •• E/10 • •( �VDLO OE#ISN SHEET 12) • • % OR 1) (SEE SCHEDULE ON SHEET 12) �w o B g ., • � % ERABFE PANEL (1YP.) RICICAIES FULL HEIGHT RONrORCEMENT (TYP.) 5' MAY. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX SIMILAR) WINDOW SCALE i"=1'-0 A/6 MAX. D.L.O. (WIDTH) (SEE SCHEDULE /I ON SHEET 29 OR C9:�I (SEE SCHEDULE ON SHEET 12) r O SEE DETAILS 1 k 2 B/7, -(TYP. HEAD/Stu) AND SCHEDULE 02, ON SHEET 12 + (2) 1 3/4-x1/4- HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIOSP/ PRODUCT RZVISFD .. —plying w;th thG F(or,Sa IIu7Ci0g G1.32 A�Uo.nce a. - O'✓r. A b 1.JlD .odoct - MIAMI-DARE COUNTY p. TIt�/T IN F/11 10 i SURFACE APPLIED. COLOWAL MUNTINS (OPTIONAL) * NOTE: wl AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wl + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c CREATED BY wl AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. OE @ AS APPLICABLE eiol7 nTEu INc i1LLlT iEmNG • I—INEERTNG COMPANY eau x... xn a. su. ws. w+aw cuwa, a urea ®-00067100671 ol.eom 9 WAFTER 741jT dr., P.E.FLOFBDA Lie. 44167 FLORIDA BUILDING CODE (High VelGgty Hutrinm Zone( 00 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN eY: LARGE MISSILE IMPACT RESISTANT Lc. 490 WEST ROAD OB/OB/17 L. HVLEAH, 33014 GATE PHONE. (305) 558-8103 FAX.(30 f 558 nTERAL weA%: (303) SSB c3 17-150 DRAWING No mo�wr a SNEET S Of la 2'x P.T. -� ,I'. BUCK SEE NOTE 8/1 E 0. • • • • • • • • • • • • • • • • • • • • • • -SEE SCHEDULE 12 ON SHEET 12 POURED CONCRETE OR E.D. NOT. 9/1) • • • . • CONCRETE BLOCK REQ'D • • WOOOBIL(SEE 2'c P.T... • • • . LEE NOTE 8/1 '�WOOD BUCK gSo EENOTE 8/1 . . •• . • , WEEP NOTCH AT ENDS oz f SEE SCHEDULE /2 ON SHEET 12 E.D. L E.O. (SEE NOTE 9/1) (SEE NOTE 9/I) SECTION A —A O WOO SEON SHEET SCALE1/2'-1' MIN. 1'x P.T. WOOD BUCK — SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK RED'[ O SEE SCHEDULE L ON SHEET 12 SCHEDULE /2 = m SEE SCHEDULE /2 SHEET 12 ON SHEET 12 E.D. (SEE N01E 9/1) MIAMI DYADE COUNTY E.D. APPROVED MULLION _Z w SEE NOTE 9/1) (UNDER SEPARATE APPROVAL) r 1/8• MINIMUM WALL THICKNESS �11 _jI 1 ALUMINUM ALLOY 6063-T5 3� WEEP NOTCH AT ENDS o _3 x n� o� f ............ �w mo w� zw PROD'JCTREVISEDL.A-mac 13. 'Idirg n• CoG:3hlt:o F:'cr',T- Aclx;Krlc¢No� j� � PLOR MIAW-DADE COUNTY a ,F O-, 7II 3 Y 4 II 9 SECTION A —A (TO ALUMINUM MULLION) SCALE: 1/2'.1' E.D. (SEE NOTE 9/11 E.D. m (SEE NOTE 9/1) C w w .10 SEE SCHEDULE ON SHEET 12 , STEEL MEMBER BY OTHERS SHALL (/ CONFORM TO AS.7.M. A-500 A-653 r OR A-36 i W/ 12 GAGE (0.106') MINIMUM WALL THICKNESS. — —�� 1 N V1 w O SECTION A —A (TO STEEL MFMr W SOME: 1/2'=I' o29n mTEcc INC. SERIES 1E I.]LLLS�. t-E.I v0C.wO aWO7 : D= I AP-TILLT [NNNGCOMPANY GF,� SII D fill<eooaoLcom . EB-DDLLIT j WAFTER A. P.E. U.. Jr.• FLORIDA Ue. MI87 FLORIDA BUILDING CODE (High VObcity HUMZone )0 HIGH IMPACT HORIZONTAL SLIDING WINDOV4 LARGE MISSILE IMPACT RESISTANT DRAWN W- LC. 1 290 WEST 78 ROAD HA-EAFL FL 33014 D8/08/17 DATE PRONE (305) 558-8103 IE FAX: (305) 558-6665 —"nar9Wnyoctcem 17-150 Ym�Jalrto•. oIAWINc IM . SHEET 6 Of 14 I . . ... . . • ... ••• • • • SEE SCHEDULE /2 POURED CONCRETE ON SHEET • 12 • CONCREETF BLOCK E0. DOTE 9/1) (SEEN • • ••• • 7 • • • 9/• • • • • • • • • //'' • • 1'x O.T. V • • • WOO. BUG• • • 2•z�t.• • SB[ 8M•fE e/• ' nN. WOOD BUCK TE )TE SEE NOTE 8/1 • • C Li N ti d;� N dz do o II o _o . T w u v`i d II i S NOTE U� ` u MIN. 1'x P.T. 1�' 1 WOOD BUCK SEE NOTE e/I J/8' WEEP NOTCH AT ENDS POURED CONCRETE OR 2 CONCRETE BLOCK REO'D. 9 Y w o � @SEE SCHEDULE E.D. MIN. m ON SHEET 12 (SEE NOTE 9/I) (! EMBEDMENT SECTION B—B (T0 PO�S.S MIN. 2'x P.T. SEE NOTE 9 SEE SCHEDULE 12 WOOD BUCK ON SHEET 12 CONCRETE BLO"I SEE NOTE 8/1 /// SCALE' 1/2'-t' EXISTING STRUCTURE E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1)- PFCDU!7PrVISFO HK Ccc1PIyi.a a:th 11.. ACTION B—B Du::3i� (lxta aaar,IarcelVn 7-1 oZ• 11 2ml g TO WOOD) SEE SCHEDULE 11 ON SHEEP 12 �Y SCALE. 1/2'-1' ' _ M1AM1-0ADE COUNTY ___®SEE SCHEDULE j2 ON SHEET 12 E.O. NOiE 9/1) M'N.EAIBEDMEN7 (SEE NOTE 9/1 `xt a=i o3 �3/B' WEEP NOTCH AT ENDS ---@ Fa , _ m (SEE NOTE MIN. EMBEI `;j SEE SCHEDULE 12 ON SHEET I2 O Of LLI MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) I/8- MINIMUM WALL THICKNESS 1LUMINUM ALLOY 6063-T5 (10 ALUMINUM MU LION SCALE 1/2--1' (SEE NOTE 9/1) (SEE NOTE 9/1) w m I `7o w SEE SCHEDULE 12 STEEL MEMBER BY OTHERS SHALL ON SHEET 12 m r CONFORM TO A.S.T.M. A-500 A-653 W z OR A-36 W// 12 GAGE (0.106� I MINIMUM WALL THICKNESS. iW ! � I 1 o N I � 1 O 7 9 T ;I If ,d "7"T},- (TO STEEL MEMBERI • 1/`C/.-"= SCALE 1/2•.1• 02017 TITEOD 1lIG Nca, 44167 SERIES t IL EC O INC. TNLT TESTING t LDVGINEEIONG COMPANY F \ xn s� s. m wmnA +mEr n v:es G]l . -I: MMeal.Eo.n e6O ®00 -08719 L/ WAFTER A TA Jr.. P: �!�iE• aS FLORIDA De.. 44167 _ FLORIDA BUILDING CODE (High Vebdty Huniram Zane) IMPACT HORIZONTAL SLIDING WIN004 MISSILE IMPACT RESISTANT DRAWN IT: L.C. ROAD WEST 78 ROAD 0 WEAH. OB 08/17 HIA i9 FL 30 14 DATE DATE in PHONE (305) 558-8103 p A T FAX' (305) 558-6665 l�L'_L • W.9«,.�r oa«<«a 17-150 DRAWING No SHEET 7 OF 14 . . ... . . . ... .. .. . . . •• .. . . . . . . . . . . . . . ... . . . . .. . SEE SCHEDULE /2 ON SHEET 12. 0.25' • • • • • • • • • • (SEE NOTE (SEE NOTE 9/1)' MBDEEA I \��• ••� • • • 2'. P.T. T'� WOOD BUCK (SEE NOTE 8/1) (SEE SCHEDULE /1 ON SHEET wt• (SEE NOTE ON SHEET 4) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE (0.1067 MINIMUM THICKNESS. 0.25' lu FF— E.D. I 3 (SEE NOTE 9/1) I OR ®w MIN. EMBEDMENT I - (SEE NOTE 9/I) I (SEE NOTE 9/I 1) n II 8 -' ® SEE SCHEDULE /2 J ON SHEET 12. a' MAX. D.L.O. (SEE SCHEDULE /1 ON 5 wI* (SEE NOTE ON SHEET 4) *SEE SCHEDULE /1 ON SHEET 12 D.L.O. v (SEE SCHEDULE �1 ON SHEET 12) w24 (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 1 EXTERIOR 'c' MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 72) w2* (SEE NOTE ON SHEET 4) WIDTH (SEE SCHEDULE 11 ON SHEET 1 EXTERIOR DNS C- 1 a' MAX. D.L.O. _DUCE /1 ON SHEET 121 -1* (SEE NOTE ON 'G- MAX. O. -O. SCHEDULE /1 ON SHEEP 12) w14 (SEE NOTE ON SHEET 1' : P.T. 0.25' WOOD BUCK JM (SEE NOTE 8/1) SEE SCHEDULE 12 ON SHEET 12. 3 ( E.D. 1 (SEE NOTE 9/1) j MIN• EMBEONENi (SEE NOTE 9/1 E.D. -- (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REO'D. MIAMI DADE COUNTY APPROVED MULLION D.25' (UNDER SEPARATE APPROVAL) X SHIM MINIMUM WALL THICKNESS 3 �1/e' ALUMINUM ALLOY 6063-TS ni E.D. L y--II I I (SEE NOTE 9/1) J SEE SCHEDULE #2 ON SHEET 12. ill rl(lEENOTE 1) - - EMBEDMENT IE NOTE 9/1) FLORIDA BUILDING CODE (High Velocity H..im- Zone) t •7017 TLTEFlI R,c SERIES 18000HIGH IMPACT HORIZONTAL SLIDING WIN DRAWN 9Y_ PRODUCT k%'•`ISFJ� W(1. 44167 }? LARGE MISSILE IMPACTRESISTANT L.C.as mnEJyi ¢ i nw,ding Cod: ' y A.a4'P1sxe :vo L _ O Z.. �f � I L E C O 9 M C. 290 WEST 76 ROAD /�/L 2 IS ,e r TILMT TESTING ! ENGINEERM COMPANY wK� FL 33014 DATE j PHONE (305) 558-8103 ,/ �� ,��,,-pp 1 •,•, ww. n a. u. me..wu oA. _Ns n m,se GEN RAT, FAX: (sos) ssa—saes O [0ii1�? •: ! av : Limn _,vo . 11 w : u .RooRd.� .. ••s.we a mP9ct c9m 17-150 DUO - '�,K't Crn ..��. .! EB-OD06719 •r A'•DRAWING Nu M 1-DADE COUNTY WALTER A. TRLT Jr., P.E. P.�"S LiOATE FLDRIOA L' Hlh7 SHEET a OF 14 .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . .. . SEE SCHEDULE 12 ON SHEET 16. • • • • • • • • o.u• \� ��T•II •• 9•s • • • (SEE NOTE 9/1) McEDY • 2•x P.T. WOOD BUCK r(S.EE MAX. D.L.O. (SEENOTE 8/1) ULE /I ON SHEET wls (SEE NOTE ON SHEET 41 STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A-500 A-653 OR A-36 MINIMUM12 W/ GACE HICK 7 L THICKWAL TNESS. j�1�' I '� 0.23• M E.O. (SEE ITE 9/1) (SEE NOTE 9/I) ® SEE SCHEDULE #2 ® •a' MAX. D.LO. ON SHEET 12. (SEE SCHEDULE /1 ON S wl• (SEE NOTE ON SHEET 4) s SEE SCHEDULE '1 ON SHEET 12 •c• LIAX. D.L.O. (SEE SCHEDULE �1 ON SHEET SCHEDULE ON SHEET 12)) w2s (SEE NOTE ON SHEET 4) WIDTH (SEE SCHEDULE /1 ON SHEET 1 EXTERIOR "cD.L.O. (SEE SCHEDULE /1 ON SHEET 12) w2• (SEE NOTE ON SHEET 41 MAX. FRAVE WIDTH (SEE SCHEDULE /1 ON SHEET 12) EXTERIOR ;ECTIONS D-LI,AA{� SCALE 1/2•.R61Ah_ a• MA%. D.LO. _DULE '1 ON SHEET 12) wl• (SEE NOTE ON SHEET •a' MAX. D.L.O. SCHEDULE /1 ON SHEET 12) W1s (SEE NOTE ON SHEET PRODiiCT':>.E\'15F(? e; n,mptyill;y vilh th.^. Flo:iil:1 Building C.xfe Aweptanee No 7- b Z• _ 1 - : D10� 44167 � X• C2011 TILTECG INC. /► I E C Z— �� i0 C 9 L_ ••� !� (y , O INc. TB3fMIC • ENOINEFRINO COMPANY 1♦listi JCL Cont:c„ L9O •• F[ ,6T`,:' �i f no.: ee-1 L Iti . : (.mpn-lssl -mail tCO067 MMVAI-0ADE COU _ ' pE S R 11 V : ATE O aolcan FB-CTuLrr j WAFTER ni. 41 PE. FLORIDADlia 44167 1" x P.T. r WOOD BUCK x�0.'25" I (SEE NOTE 8/1) ( SE I I SEEHEFT1SCHEDULE 2. I I ON SHEET (SEE NOTE 9/1) MIN.' EMBEDMENT NOTE 9/1) E.D. (SEE NOTE 9/1) .I POURED CONCRETE OR CONC13EIE BLOCK WALL REO'D. MWII DADE COUNTY 0.25• APPROVED MULUON (UNDER SEPARATE APPROVAL) x. SHIM 1/8' MINIMUM WALL THICKNESS A_UNINUM ALLOY 6063-TS E.D. (SEE NOTE 9/1) SEE SCHEDULE /2 ON SHEET 12. IE.D. (SEE NOTE 9/1) NIN. EMBEDMENT FLORIDA BUILDING CODE (High V.Wty H.Mcane Zone) I IMPACT HORIZONTAL SLIDWG WIN DO DRAWN BY: MISSILE IMPACT RESISTANT LC. 290 NEST 78 ROAD OB/OB/17 HIALEAH, FL 33014 GATE PHONE (305) 558-8103 ry A T wFAX: (305) 558-6665 ��raL ww.genero6npoct.cem 17-150 DRAWING Nw . SNEET ! Of 14 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . SEE SCHEDULE /2 ON SHEET 16. 0.25' 1' x P.T. • M H • • • • a.25' "A WOOD BUCK • • • • • • • • • (SEE NOTE 8/1) SEE SCHEDULE #2 3 • • • • ON SHEET 12. • • • • 6 3 • • • • B • 2 E.D. • (SEE NOTE 9/1) E.D. _. �. - - (SEE NOTE 9/1) (SEE NOTE 9/1) MI.V_ 4 MBEDME 7 • • • • - NOTE 9 — - _- _ — _ - _ - - - MIN. • • • • • • • • - — - _ _ _ _ - - EMBEDMENT 2"x P.T. 5 EQ. E.Q. (SEE NOTE 9/1) WOOD (SEE NOTE BUCK8/1) MAX. D.L.O. (SEE SCHEDULE /1 ON SHEET 12) 'c' MAX. D.L.O. (SEE SCHEDULE /1 ON SHEET 12) w14 (SEE NOTE ON SHEET 5) w2+ (SEE NOTE ON SHEET 5) OTHERS SHALL CONFORM STEEL. MEMBER MAX. FRAME WIDTH (sEE SCHEDULE 4T ON SHEET 12) POURED CONCRETE OR TO AS.T.M. A-500 q-653 CONCRETE BLOCK WALL REQ'D. OR A-36 W/ 12 GAGE (HCKNE MINIMUM WALL EXTERIOR THICKNESS. MNAII DARE COUNTY APPROVED MULLION r- 0.25" V (UNDER SEPARATE APPROJAL) 0.25' 1 1/8' MINIMUM WALL THICKNESS E.D. 3 9 ALUMINUM ALLOY 6063-T5 (SEE NOTE 9/1) MIN 1 �* 6 2 3 EMBEDMENT 9 (SEE NOTE 9/I) _ - - I I1 E D (SEE OTE 9/1) _--- -- 5 SEE SCHEDULE 02 1 ON SHEET 12. E.]. n 1 - (SEE NOTE 9/1) I' 8 - - - — - _ - I II E.D. (SEE NOTE 9/1) ©SEE SCHEDULE J2 5 E.O. E.O. MIN. ON SHEET 12. �R EMBEDMENT . D.L.O. (S MAX NOTE 9/1) (SEE SCHEDULE /1 ON SHEET 12) 'c MAX. D.L.O. (SEE SCHEDULE 11 ON SHEET 12) wi• (SEE NOTE ON SHEET 5) w24 (SEE NOTE ON SHEET 5) MAX. FILUIE WIDTH (SEE SCHFDULE /1 Oq SHEET 12) EXTERIOR *SEE SCHEDULE /1 ON SHEET 121 SECTIONS SCALE 1/2' _ ,• ,,,,,�•`(L r'`�%�.- FLORIDA BUILDING CODE fth Velocity HMrricaoe Zoee) �� IU().4416 = 02017 MnM I— SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING W, IN DRAWN 6Y: PRODUCT ICVBED A LARGE MISSILE IMPACT RESISTANT L C. Nr(r�.�•L,..;meFw><u� •', Builliv �,.� AcsyWlt4lVo� 7- O z. r I L E C O I N C. 290 WEST 78 ROAD 08/08/17 1RALF/J7, H_ 3J014 DATE 1 LTau: 7- tI j ` 7TLLJT TElTWD •ENO --NO COMPANY Vil ��/�� • PHONE(JOS) SSB-810J 9 w. m ow" n .1. FAX: (305) SM-6665 .1R10: •rxsn71, F.: 1�,xT,-,�„ GIN-m I: tilt o9ool.com yL www.gwnerv9mPecLcom 17-IrJO \ E-0006719 DMMND Na .,y MIAMI-0ADE COUNTY WALTER A. TILLIT Jr., P.E. •'� I A ATE FLORIDA L 44167 SHEET 10 Of 14 . .. . . . .. . ... . . . . . . . . % . . . .. . ... . . . . ... . . . . .. . SEE SCHEDULE Y2 ON SHEET 16. • O?SHIM • • • • • • (SEE NOTE 9/1) E.D. (SEE NO'E 9/1) 2'x P.T.; WOOD DUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 A-3 OR W/ 12 GAGE (06-) MINIMUM WALL THICKNESS. I E-D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) Et n I (SEE NO) 1' 2C6 SEESCHEDULE �� ON 12. "' I 0.25' • 'a' MAX.O.L.O. I c9� (SEE SCHEDULE Y1 ON SHEEP 12) 'c' MAX. D.LO. (SEE SCHEDULE Y1 ON SHEET 12' •1* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) MAX. FTWAE WIDTH (SEE SCHEDULE Y1 ON SHEET 12) EXTERIOR a X. D.L.O. (SEE SCHEDULEMAYI ON SHEET ri* (SEE NOTE ON SHEET 5) c MAX. O.L.O. E SCHEDULE it ON SHEET *2* (SEE NOTE ON SHEET MA%. FRAME WIDTH (SEE SCHEDULE Yt pN SHEET 12) EXTERIOR *SEE SCHEDULE Y1 ON SHEET 12 SECTIONS F-F SCALE 1/2' = 1'LI(ITT� 0, Tl�ii PRODUCT REVISED �� ': •• L_x.Oniy�no ritil ti;c FlDaG_ D` (; -� ci1hi11g C.w;t Accept eNo - IO1.•4 IIywxxCevu:A�Ok: (ORIQP. MIAMWADE COUNTY - •,g i 0.25' 1' x P.T. x WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE Y2 ON SHEET 12. 3 E (SEE.D. NOTE 9/1) • MIN EMBEDMENT (S1 NOTE 9/I, ED. • ` (SEE NOTE 9/1) 4 I LPOURED CONCRETE OR CONCRETE BLOCK WALL REO'O. MIAMI CADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 0.25' X. SHIM 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 3 II(SEE NOTE 9/1) 8 SEE SCHEDULE 12 ON SHEET 12. II(SEE NOTE 9/t) le MIN. EMBEDMENT 02— nL1Ew 1Nc. IL ECOLNI:. mur TESTING ! EN wanit1N0 ODMPANT .]5! kM. ]BMA St. ]Of, N1YNM D.R004 y )]1N1 ®-OOa8719 WAFTER A. T P.E. FLORIDA Lie.. {41{167 FLORIDA BUILDING CODE (High Velouly H—ialre Zone) )0 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN By: LARGE MISSILE IMPACT RESISTANT LG. 290 WEST 78 ROAD 08/08/17 HIA-ENI. FL- JJ014 DATE PHONE. (305) 558-8103 FAX: (305) 558-6665 —ge.snGmp,d.enm It -DRAWING N. SHEET 11 OF 14 1➢ 15 (2) #8 x 1" P.H. SMS 27 NOTCH (TYP.) SEALED W/ 15 (2) #8 x 1" P.H. SMS 27 SEALED W/ 27 CONT. / ALL AROUND/ 1 I / 15 (2) #8 x 1" P.H SMS • • SEALED W/ 2 r • i•••r• •••••• �� I •• • Vossso*• • • • r� • r NOTCH (TYP.) • • • z 0 • • • • • • V • ••• ••••• •:••: •• :•: ••r•• 660609 27 r NOTCH I I • • • • • • • • • (TYP.) I CONT. • • • • • • • • ALL AROUND • • • •• • I I 5 27 I I NOTCH (TYP.) CONT. ALL AROUND I 27 / CONT. S ALL AROUND / /A 27 15 /NOTCH / 3 CONT. / (TyP.) /" () 98 x 1" P.H SMS ALL AROUND/ " L7 /- SEALED W/ 27 27 I / CONT. / / I ALL AROUND I NOTCH +I I / - I CORNER CONNECTION AT HEAD/SILL & FIXED SASH I SCALE: 1 /2"= 1" 16 (2) #8 x 3 1/2" P.Ij, SMS Iff IIIP`'T �`- .. SEALED W/ r2J7 TIL 'f C/ FLORIDA BUILDING CODE (High VBIDGry Hurrlmne Zone) PROOtICTR`4!!a Q� :' �pENSF ON17 MTErn WC. SERIES 1M HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN eye ./I'f;C' 1. LARGE MISSILE IMPACT RESISTANT 4C• az «1mPlYing w'tlh th- Pln BnilCine (:.� td� Arlxlrfa U C " ' yam- - XM�r.;a,,.lc 490 WEST 78 ROAD 08/08/17 HIALEAH. FL. 3301{ DATE TILi:c PHONE: (305) 558-9103 Joe, 11NIIle ONlpde, n ]el.. FAx: (305) Sae—eee5 (we)en-lsel wW.g.n.r<IlmPaet<om 17-150 ik.:%'lc J21h '�! :. P,% , mall: tlit.<o•oel.<om C•lroiSol Sion c �1 Ee-OOD8719 DRAWING No MIAMI-DARE COUNTY t! WALTER A, TIy Jr., P.E, un IO !! FLORIDA Lle. 44167 y„ ! iICR Is OF 14 T ) #8 x 1" P.H. SMS SEALED W/ 27 NOTCH (TYP.) ALL CONT. ALL AROUND 15 (2) #8 x 1" P.H SMS SEALED W/ 27 I CONT. ALL AROUND I 1 EJ (2) #8 x 1" P.H. SMS SEALED W/ 27 (2) #8 x 1" P.H. SMS SEALED W/ 2� CORNER CONNECTION AT VENT SCALE: 1/2"= 1" 'b FLORIDA BUILDING CODE (High Velocity Hurrkane Zone) '�01)VCT!VpV2SFn \\t� Q : �GENS ••'•, 02017 TnTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO LARGE MISSILE IMPACT RESISTANT DRAWN BY: L.C. uv-avyi., }\Q ; w;. Huila( a` p.prance iv -7 8ce � O n.DmO /p" 'L D `Yl ' �X 1 L E C C I N a. TIWT TESTING ! ENGINEERING COMPANY mom HIA WEST 78 ROAD MALFiW� Fl. 33014 PHONE: (309) 55a-8103 De De 17 E GATE 4. \\ eTss Pe.:(WCX7,—,a..... . moil: tlh...G.oi.Com FAX: (305) 558-5805 li N�w.g...r.nmP.oto.m mr,cA:<.s no. 17-150 M I-0ADEC \\ -� •' EAU t\\\ Ea-OON719 WKTER A. TILUT Jr. P.E. RORIDA De. 441h7 DRAWING N. ievn SNEET 14 GF 14