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HomeMy WebLinkAboutProduct Approval Broward County Fenestration Voluntary Wind Load Chart* Per ASCE 7-10 Method 1,Part 1 and FBC 5th Edition(2014)for Retrofiting in Accordance with Formal Interpretation#.. For Detached One-and Two family dwellings and Multiple Single-Family Dwellings(Townhouses) with Mean Roof Height<-30 feet Wind 170 mph(3-second gust) / Exposure C** / Kd=0.85 / Kzt=1.0 *Using Allowable Stress Design methodology(P=0.6w) / **Exposure shall be determined according to ASCE 7-10 Section 26.7.3(Exposure Categories) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Wind Location: Zone Zone Zone Zone Area Gable or Hip 1 2 3 1 2 3 1 2 3 1 2 3 Roof 30 Gable/Hip 16.0 -37.8 16.0 -63.4 16.0 -95.4 16.3 -40.2 16.3 -67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -106.3 17.8 -43.7 17.8 -73.4 17.8 -110.4 20 Roof 16.0 -36.8 16.0 -56.7 16.0 -79.1 16.0 -39.1 16.0 -60.2 16.0 -84.0 16.0 -41.0 16.0 -63.1 16.0 -88.0 16.7 -42.6 16.7 -65.6 16.7 -91.5 50 0:5 70 16.0 -35.6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 16.0 -39.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 (0 to 1.5:12) 16.0 -34.6 16.0 -41.0 16.0 -41.0 16.0 -36.8 16.0 -43.6 16.0 -43.6 16.0 -38.5 16.0 -45.7 16.0 -45.7 16.0 -40.0 16.0 -47.4 16.0 -47.4 30 Gable/Hip 21.8 -34.6 21.8 -60.2 21.8 -89.0 23.1 -36.8 23.1 -64.0 23.1 -94.6 24.3 -38.5 24.3 -67.1 24.3 -99.2 25.2 -40.0 25.2 -69.7 25.2 -103.0 20 Roof*** 19.9 -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 21.1 -58.9 21.1 -88.5 22.1 -37.4 22.1 -61.7 22.1 -92.7 23.0 -38.9 23.0 -64.1 23.0 -96.3 50 70<6 5 270 17.3 -32.4 17.3 -49.0 17.3 -75.6 18.4 -34.4 18.4 -52.1 18.4 -80.3 19.3 -36.0 19.3 -54.6 19.3 -84.2 20.0 -37.4 20.0 -56.7 20.0 -87.5 100 (1.5 to 6:12) 16.0 -31.4 16.0 -44.2 16.0 -69.8 16.3 -33.3 16.3 -47.0 16.3 -74.2 17.1 -35.0 17.1 -49.2 17.1 -77.8 17.8 -36.3 17.8 -51.1 17.8 -80.8 10 Gable Roof 34.6 -37.8 34.6 -44.2 34.6 -44.2 36.8 -40.2 36.8 -47.0 36.8 -47.0 38.5 -42.1 38.5 -49.2 38.5 -49.2 40.0 -43.7 40.0 -51.1 40.0 -51.1 20 270<0:5 45° 33.6 -35.9 33.6 -42.3 33.6 -42.3 35.7 -38.1 35.7 -44.9 35.7 -44.9 37.4 -39.9 37.4 -47.1 37.4 -47.1 38.9 -41.5 38.9 -48.9 38.9 -48.9 50 (6 to 12:12)132.4 -33.3 32.4 -39.7 32.4 -39.7 34.4 -35.4 34.4 -42.2 34.4 -42.2 36.0 -37.1 36.0 -44.2 36.0# 0 -44.2 37.4 -38.6 37.4 -46.0 37.4 -46.0 100 31.4 -31.4 31.4 -37.8 31.4 -37.8 33.3 -33.3 33.3 -40.2 33.3 -40.2 35.0 -35.0 35.0 -42.1 35.0 -42.1 36.3 -36.3 36.3 -43.7 36.3 -43.7 *** - h•angle.>7_degrees(1.5:12)and:5 25 degrees(5.5:12),Zone 3 shall be treated as Zone 2(Figure 30.4-2B,Note 7,p.337) Effective )Mr Mean.Roof.Height,of l5,f� Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Wind Locatio .i,�`..:,t.�:�,, Zone� Zone Zone Zone Area -u4" S 4 5 4 5 4 5 A6 XV.8, ...41.0-. ;37..8' -5g&. 40.2 -43.6 40.2 -53.8 42.1 -45.7 42.1 -56.4 43.7 -47.4 43.7 -58.6 36.1 - 36.1 -47.2 38.3 -41.7 38.3 -50.1 40.2 -43.8 40.2 -52.6 41.8 -45.5 41.8 -54.6 5o Wall 33.8 -37.0 33.8 -42.7 36.0 -39.4 36.0 -45.4 37.7 -41.3 37.7 -47.5 39.2 -42.9 39.2 -49.4 100 32.1 -35.3 32.1 -39.3 34.1 -37.5 34.1 -41.7 35.8 -39.435.8 -43.8 37.2 -40.9 37.2 -45.5 Soo 28.2 -31.4 128.2 -31.4 29.9 1 -33.3 1 29.9 -33.3 1 131.41 -35.01 31.4 -35.0 32.6 -36.3 1 32.6 1 -36.3 Garage Door Wind Loads y. �.af at a-.<- a fora Building with 30-foot Mean Roof Height Exposure C •? Tables 1609.7(1)&(2),and Section 1609.3.1 Effective Wind Area Wind Load 2 ; 1 1 5 ; 4 5 h 2 ''1 h Roof Angle 5' 4 ' 5 Width Height + - 8 8 35.2 39.8 ; a E a t a F _`a < 0-10 ------ degrees ' Gable Roofof 10 10 34.1 -38.2 Hip Roof 14 14 32.3 -36.1 For Effective Wind Areas between those given,values maybe interpolated.Otherwise use the value associated with the lower Effective Wind Area. 9 1 7 >10 38.4 -43.4 End Zone(a)shall be the smaller of 10%of Least Hor.Dist.or 40%of Mean Roof Height,but not less than 4%of Least Hor.Dist.or 3 ft. 16 1 7 degrees 36.8 -41.0 Identify the zone per the figure or information by others.Any questionable zone is to be considered the more critical zone. Design is based on the 3-second gust(wind velocity)for Risk Category II(general residential&commercial construction)per FBC 1620.2 Broward.These tables not for use with essential facilities or assembly occupancies. FBC 5th Edition (2014) Formal Interpretation#5 Page 2 of 2 Effective date; June 30,2015 MIA' Ml-QADE MIAMI DARE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 130ARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mi.imidade.gov/economy WtW,—,— o s a MOM LLC. 8130 NW 74'Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ,Code,_including the High Velocity Hurricane Zone. �-•-DESC?•TIONO,Seties'a10o IIhite PVC Single Bung VWindow, APPROVAL DOCUMENT: Drawing No. W09-10, titled "Series 10000 PVC Single Hung Tilt Wdw. (Ll.M.I./ S.M.I.)", sheets 1 to 8 of 8, dated 02/12/09, with revision "F" dated 02/24/16, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami–Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LI IMITATIONS: Shutters are required for Glass Types"Al &Bl"when installed above 30 ft.of Grade. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 ofNOA. ADVERTISEMENT:'The NOA number- preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-0909.12 and consists of this page l 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.Nn.15=08_ I�8 04�. WAMMADE COUNTY �} Ex nation Date: April-22 2019 ` Approval Date: 113arch'-7�Olil Page 1 i AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0203.03 and 09-0223.07) 2. Drawing No. W09-10, titled "Series 10000 PVC Single Hung Tilt Wdw. (L.M.I./ S.M.I.)",sheets 1 to 8 of 8, dated 02/12/09,with revision"F"dated 02/24/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Operation Force Test,per FBC and ASTM E 2068 7) Deglazing Test,per FBC and ASTM E 987 8)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of PVC single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 5952, dated 09/14/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 10-0203.03) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Operation Force Test,per FBC and ASTM E 2068 7) Deglazing Test,per FBC and ASTM E 98 8) Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5666, dated 09/12/08,signed and sealed by Carlos S.Rionda,P. E. (Submitted under NOA No. 09-0223.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition(2014), dated 02/25/16,prepared,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Jorge M.Ptasencia,P.E. Product Control Unit Supervisor NOA No. 15-0818.04 Expiration Date: April 22,2019 Approval Date: March 24,2016 E-1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12--1017.02 issued to Quanex Building Products,Inc. for "White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13, expiring on 12/26/16. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Sallex IIP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 3. QUANEX Part No. Duraseal Insulating Glass Edge Seal System complying with ASTM E 1530 Thermal conductivity 0.0564 Btu/h fr2 °F (0.32 W/m °C) based on 1/2 in. (13mm) spacer, ASTM F 1249 Moisture Vapor Transmission Rate 0.034oz H20/m2 (0.09g H20/m2)per 24 hrs., ASTM E 2189 Volatile Fogging passed,ASTM D 1434 Argon Gas Permeability 6-8 cc/ 100 int per 24 hrs., ASTM D-904 Test Method for Rubber Deterioration-Discoloration from Ultraviolet (UV) and Heat Exposure of Light-Colored Surfaces Excellent,ASTM E 546 Dew Point Development 20°F(-29°C)in 48 his. and ASTM D 638 Tensile Strength 50 psi. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), and of no fmancial interest,dated 10/01/15, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/15, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 13-0909.13, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. 4. Statement letter for Name Change Request dated 07/15/15, issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL 5952, dated 09/14/09, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0203.03) 6. Laboratory compliance letters for Test Report No. FTL-5666 dated 09/12/08, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 09-0223.07) G. OTHERS 1. Notice of Acceptance No. 13-0909.12, issued to Trulite Window & Door Solutions, LLC for their Series "10000 Tilt White PVC Single Hung Window - L.M.I.", approved on 11/07/13 and expiring on 04/22/19. Jorge M.Piasencia,P.E. Product Control Unit Supervisor NOA No. 15-0818.04 Expiration Date: April 22,2019 Approval Date: March 24,2016 E-2 52 1/8' 52 1/8- A a — Duc,�wIDTH —SUCK-WIDTH— 48' 1 D.L.O.(FIX.LRE 48 Z m 3 D.L.O. (FIX. UTE) C q N 3 9'MAX. FALSE MUNRNS f13IS j 5' HEAD/SILL (SURFACE APPLIED) 9'MAX. y 4 PDONAL 5' HEAD/SILL HEAD/SILL A A, NERD/SILL $ u CORNERS 3 5 CORNERS S O C E1'Sr��1 II �O�W 0 i� II I II z=== I I w W jD r== Dz fL g n o 91 I�===al �S o B // �n �f3•y C 3 II 8 4 612 F a E3 u n= n ypx O A2 ' �p k 1 n .40 _j 0 O 3 51 ,w�{ o j1 C2 "kkYY" '1 O • 7S M c� m FALSE MIINTINS THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 45 5/8' z - (SURFACE APPI 45 `•' � SHUTTERS ARE NOT REQUIRED. (O o Z D.L.O.(VENT) v D.L.O.(VENT) $ $ NOTE: WINDOWS WITH GLASS TYPES'Al' &'B,' REQUIRE SHUTTERS o Z�.. IF INSTALLED ABOVE 30 FT.OF GRADE. 48 3/4' 48 3/4' a•M v VENT WIDTH VENT MOTH Elk Q ro SERIES 10000 PVC SINGLE HUNG TILT WINDOW FlAtIGF Fill FIN FRAME .t DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. TYPICAL ELEVATION APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c^Is- COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o aA R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 0 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDING CODE 8 INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2). INSULATING LAM. GLASS WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LARGE & SMALL MISSILE IMPACT - LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS �T�, 1 1 ��� •� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i PRODUCT REVISED pO••••.!IL�., n ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE as complyingg with the Florida �?JO F•'••, c NOT PART OF.THIS APPROVAL. Building Coda . A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOA-No. 15-0818.04 No 82 `•,*_ yf1 i1 ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. Expiration Dat 04!2212019 - � •. [y`' drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT By STATE OF� RIOp'•CZ•� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Mluml a e Product Control MAR 1 O ZO �s''•ACO•••••• o,• W09— REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. ,`s rA If ALlilt T�� sheet T of 8 1 I IL EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS tJ7/16AIal.1 ' EPCLASS 1/8'TEMP.Gt155 ��l DESICtiLOAD-CAPACITY-PSR DESIGN.LOAD CAPACITY- PSF SPACE 7/1fi"AIR SPACE GyA9sTY.PE9-u-,1-GIA99-TYPE9-- -OLA93-TYPES--GLASS-TYPES - .3 - BUCK DIMS. 6'&`AL \ 'B' &'Hl' BUCK DIMS. A' k 'Al' 'B' B'Bl' rSTREN'O.-G[as�- /e`ANN.-GtriSS z '+- - YADTH HEIGHT T]CL{�=_1Ni.()71 t'ExC{+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Interfoyar 090'Intadayar 08 n Clear And Color Glass Saflex Clear And Color Gloss P IB-1/e' 70.0 70.0 65.0 65.0 78-I/8' 70.0 70.0 65.0 65.0 stman Chemical CO.' By'Eastman Chemical Co.' iZ a 25-1/2' 70.0 70.0 65.0 65.0 25-1/2' 70.0 70.0 65.0 85.0 /8'HEAT STREN'D.GLASS 1/8'ANN.GLASS ,[do5 O p ,•Q v 31' 70.0 70.0 65.0 65.0 31' 70.0 70.0 65.0 65.0 E: 49-5/8' yyI1 36' 25' 70.0 70.0 65.0 65.0 36' (6) 70.0 70.0 85.0 65.0SILICONE SILICONE O Lp 0 41' (4) 70.0 7o.0 65.0 65.0 41' 70.0 70.0 65.0 65,0GE CO GE CO Q N 47' 70.0 70.0 65.0 65.0 47' 70.0 70.0 65.0 65.0 \ DOW CORNING 899 ` DOW CORNING 899 52-1/8' 70.0 '70.0 -85.0 65.0 52-1/8' 70,0 70.0 65.0 65.0 O18-1/8' 70.0 70.0 65.0 65.0 18-1/B, 70.0 70.0 65.0 65.0 i O ILO25-1/2' 70.0 70.0 65.0 65.0 25-1/2' 70.0 70.0 65.0 65.0DURASFAL SPACERDURASEAL SPACER31' 70,0 70.0 65.0 65.0 3' 62' 70.0 70.0 65.0 65.0 BY'OLIANEX' p BY'OUANEX' Q 36, 37-3/8' 70,0 70.0 65.0 65.0 36' (6) 70.0 70.0 65.0 65.0 32 W r--�n 32 {L Z81 S 3 41' (4) 70.0 70A 65.0 65.0 41' 70.0 70A 65.0 65.11 w '-' Q 47' 70,0 70.0 65.0 65.0 18-1/8 70.0 70.0 65.0 65.0 52-1/8' 70A 70.0 65.0 65.0 25-1/2' 75-1/4' 70.0 70.0 a5.0 Bs,O GLASS TYPE 'A' GLASS TYPk'�_ 18-1/8• 70.0 70.0 65.0 65.0 31' (6) 70.0 70.0 65.0 65.0 7/8.OVERALL INSUL IAM.G1A55 7/B'OVERALL INSUL. IAM.GLASS 25-1/2" 70,0 70.0 65.0 65.0 N0.IN PARENTHESIS INDICATE NUMBER (LARGE h SMALL MISSILE IMPACT GLASS) (LARGE h SMALL MISSILE IMPACT CUSS) i (' 31' 70.0__,70.0 65.0 65.0 OF ANCHORS PER JAMB. 36 9-5/8"+T a70.0_ '70.0- 65.0 65.0 ' 1/8'ANN.GLASS 1/B'ANN. GLASS Vl 41 'S6)'-' 70.0 70.0 65.0 65.0 �DTM O C�. 47' 70.0 70.0 65.0 65.0 7/16'AIR SPACE 7/16'AIR SPACE 52-1/8' 70.0 70.0 65.0 65.0 1/8•HEAT STREN'0.GLASS 1/B'ANN. GLASS 18-1/8' 7" 70.0 65.0 65.0 090"Inledoyer 090'Interlayer 7d• Q� 25-1/2- 70.0 70.0 65.0 65.0 , K s Sallex Clear And Color Glass Sallex Clear And Color Glass 31/ 70,0 70.0 65.0 65.0 BY'Eastman Chemical Co: By'Eastman Chemical Co. � N 4.M H 62' x 1/6-HEAT STREN'D.GLASS 1/8'ANN.CLASS 'n 36' 70.0 70.0 65.0 65.0 n / E as 41' (6) 70.0 70.0 65.0 ss.0 = m Z 3 47" 70.0 70.0 65.0 65.0 SILICONE as SILICONE 3 Z�"�'a 52-I/8' 70,0 70.0 65.11 65.0 = GE 2800 Z rn GE 2800 DOW CORNING 899 DOW CORNING 699 w 1B-i/8" 70A 70.0 55.0 65.0 U� \p li \p Q COM 12 25-1/2" 70.0 70.0 65.11 65.0 - C� `70.0` ,7o.d= 6s.o 6s.G UNEQUAL LITES (ORIEL TYPE) 9b 36' 70,0 70.0 65.0 •65.0 DURASEAL SPACER DURASFAL SPACER (B) p BY'QUANEX' p BY'QUANEX' 41' 70.0 70.0 65.0 65.0 47'` _70.0__ 32 52-1/8' IU4,5-_J64.5�i). 64.5 64.5 r-, of $ NO.IN PARENTHESIS INDICATE NUMBER S ¢E OF ANCHORS PER JAMB. {'��.fale,&SS-TYPR- AI' GLASS TYPE 'Hl' 4 8`OVERALL INSUL.LAM..GEASS 7/8'OVERALL INSUL IAM, GLASS m WIDTH Y'(URGEMISSILEAMFACT^'C ) (LARGE MISSILE IMPACT GLASS) BUCK DIMS • GLAZING OPTIONS co¢e NOTE: ya�ao GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE FRAME AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i \\1 7 r N O PRODUCT REVISED BUCK DIMS BUCK DIMS as comptyylnwit g h the-Florida Dullding Codo y � NOA-No, 'IS-0818.04 Tom' � 4 Expiration Dote 4/22/2019 EQUAL LITES (w � drawing no. Miami- M d roduct Control .F •`XORIO"•'o�:`� W09-10 FLUSH FRAME FIN FRAME /plyAL 11 111171\ sheet Q of 8 TYPICAL ANCHORS METAL U " SEE ELEV. STRUCTURE �� a tBY FOR SPACING TYPICAL ANCHORS WOODBUCK ---- - _ 8R SPACINGE DIST. _- d n.• OGE EDGE MIAMI-BADE COUNTY F .e•-„ <d.- .4,°,_:- DISI.41 A. DIST. z APPROVED MULLION Q n y i &MULLION ANCHORS EDGE DIST. Q y WOE TYPICAL ANCHORSSEE ELEV. II�1 FOR SPACING P) 9 dzN A TYPICAL,ANCHORS 9 FOR SEE WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. g o _ o SEALANTS TYPICAL-%ANGStJR5 sEE FV FOI S ING, FRAME, VENT CORNERS AND FIX. RAIL ENDS SEALED WITH j4 tA( 7A�P,() Y'iriy {Fu:t25 KSI FymioO K5q H WHITE/ALUMINUM COLORED SEALANT. 14;4DI I,�A-.�.N $Y '.���_{F.v.- 21 1 t7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ITEEPFIOLES: � 20 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) s zp Q� is 19 27 Wf - 1-9/16" X 5/16" WEEP HOLES AT 4-3/8" FROM EACR''END a WITH PLASTIC BAFFLE 7HRU f BY BUCKS INTO CONC. OR MASONRY „s p 7 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) W2 = 5/8"WEEP NOTCH AT EACH ENDO r R'n -25 f-f j4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Gy li Gz) 4 1i m W3 = 3/8" X 1/4" WEEP HOLES AT EACH END DIRECTLY INTO CONC. OR MASONRY €,y W4 = 1" X 1/8" WEEP HOLES AT 3-3/4" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMM BS) _j t2w ao 2 s V12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) — — 30 INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = f/e") INTO METAL STRUCTURES = STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `obi.+l 9 I "� R 4 SPRING LOADED LATCH TYPICAL EDGE-QIS ASS c �d C21) SD OPTI pO LTOLATCINTO CONCRETE AND MASONRY = 2' MIN. a�2 SWEW2 t7 I AT MTG.RAR. INTO WOOD STRUCTURE = f" MIN. ss INTO METAL STRUCTURE - 3/4" MIN. 3 WOOD AT HEAD,SILL OR JAMBS SG = 0.55 MIN. q 1 2 23 CONCRETE AT HEAD,SILL OR JAMBS Vc= 3000 PSI MIN, S N= C-90 GROUT FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm 2000 PSI MIN. Ws 31 i Al{ . $ "r �•• , 1 PRODUCT REVISED '�••• ° as campiym with the Fiorida sF"•� s EtihE 01ST-n Building Gada 7 .. % >., NOA_No. 15-0$1$.04 - os9�` 4b - s v 4 Expiration Dale 0412212019 'eg .W3 TYPICAL ANCHORS •TYPtCU.n drawing no. a - 1 ANCHORS B SEE ELEV. boo RUCK I SEE ELEV. y �'�•'••. .' OR10.• FACE DIST, W4 FOR SPACING FOR SPACING Miami- roduct Gon ral �� _ ,i�litA{.�1`' sheet 3 of B a TYPICAL ANCHORS MIAMI-DADE COUNTY SEE-ELEV,-FOR-SPAGNG— —APPROVED-MULLION m &MULLION ANCHORS h BUCK WIDTH BUCK WIDTHq P a a ' _ �P,o 0 V � - o V d � � 0 o 1/4'MAX. DUCK WIDTH 1/4"MM. C3 SHIM SHIMS TYPICAL ANCHORS laj VENT WIDTH 1/4-SHIM p D 14 TYPICAL ANCHORS • FOR SPACING 11 6 SEE ELEV. St 17 9 2B 13 FOR SPACING XR zIm O?r�,IcMETAL ��L��//�,� 1 p4'STRUCTURE 17 EXTERIOR z ° R€ B D.L.OPG. WOOD BUCKS v $ $ TYPICAL ANCHORS SEEM. co =^d FOR SPACING o 0 oR 0 N Y 6 L CO U O PRODUCT REVISED as eomplyln}7 with the Florida J j Bonding Code ��P.•' •P O NOA-No. 15-0818.04 = 9 Expiration Date 04122/2019 ByBrowing no. MIDm- a duet control te?oF W09-10 ��ONA1.�`�• TIIIIITt` sheat 4 of B o 'TYPICAL ANCHORS SEDGE_DIST._ a 1 EfELEV- "— FOR SPACING Z »go / G.. .a.:° ap V ii O g 0 t'��+ IA Al 1/4°Max. DUCK WIDTH p 1 do 2e1 B -- SHIMS 0 d1 W2 31 17 p d .a a 17 O ._... - O 21 O s B EXTERIOR c 2A MIAMI-DADE COUNTY W 24 11 m© APPROVED MULUON r�g Z Zy k MULLION ANCHORS o 3 LLI n TYPICAL ANCHORS SEE SEPARATE NOA O J.: W -... SEE ELEV. �}' 72 I. FOR SPACINGBUCK WIDTH BUCK WIDTH 6 00:2 R" it 30 � aW��� N I 17 I II 28 W21 10 11 a E p C i O o C 1 22 9 TYPICAL ANCHORS o u a W 4 SEE ELEV.FOR SPACING is W1 J1 PRODUCT REVISED �• >,:` °: a' as eom ICde with the Florida • + e• a Bullding Co EO'�.E DTST.a � s NDA-No. 15-0818.04 =*i• Ne,70582 ° ,•.� ••n ° I Expiration Date 04/22/2019 W3 TYPICAL ANCHORS B ATEOP dfaWin no. . .9^ SEE ELEV. Y '•.�OAIDF.•'\ 109 '�O W4 FOR SPACING Mia H Prouct ontrol ���r S�O•••• '�6 r I Ay11, sheet $of$ TYPICAL ANCHORS u ILLUSTRATNE DT1S.ONLY SEF a". EX(._OR INT.FINISHES FOR SPACING �4% NOT BY AWP a O p 3 gg kk 1n r^^4 J ''1,•; •y 8 TYPICAL ANCHORS; SEE ELEV.FOR SPACING \ ,112 SMS (GRADE 2 CRS) o u Fi INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-1/2" MIN. PENETRATION INTO WOOD 1 o 1 4 1B V C-N A2 9..g a 9 1/4'MAX. BUCK WIDTH 1/4'MAX. zf7 SOD CAP GAP W dpi e 1/2'MIN. 1/2'MIN. O 0 02 v 0 21 Oo ^ 26 18 19 27 O O ui I _ - I n m a 7 26 ? 17 Z ..... n . . aMW., 12 � Q ao� i 3a s EXTERIOR O i � a D.L.OPO. TYPICAL ANCHORS ! w SEE ELEV. �j M a x FOR SPACING $ rL ;3 a 4 � € 4 17 29 w2 i 10 11 n m C2 2 q �goo 15 —� w l ❑ 23 ` 11 111 PRODUCT REVISED N as comg I In with the Florida A30 sF o BuildinCode •• � � �• 3 g NOA-No. 15-0816.04 _ N 3 Expiration Date 04/2212019By OF • U� drawing no, j W3 Mlaml- de duet controlRIDS;: W09-10 114 SEEICA�CHORS �ONAI-ti���` Sh¢et f> o} B FOR SPACING gilt 1 3.268 -- 1.574-1Im �� J.420 ,115 - � �'•'{fII�I'-7.45 _ �� .283 803 .045 II Z I 2.640 2.011 ,040 ❑ .166 2.074 1.J76 ,065 S63 035 { •�L- 92 q zd 1.579 I L 2.237 .040 0 9451 215 y a .060 �L 6 GLAZING BEAD 31 ALUM CHANNEL ` �� .060 .500 © VENT SIDE RAIL act -1.656 3.360 3.288 1.378 L_ •625 V C of ff 1 2OO 3 .060 G FLANGE FRAME HEAD/JAMB O FLANGE FRAME SILL •483 .268 1.171 Val 3.420 2'247 HEAD/JAMB COVER/VENT STOP LL 2 y 7.618 Z�Z 1.517 .0409 .186 .065 1.J54 .578 Q W 2 - 2.140 I 2.074 $ L1.7J� m •040 f i 1��-1 1.681 .756 .070 .784 �-�1 3O FIX. MEETING RAIL 3.268,060 1.038 - 3.360 n 1 S82 O .. lA® FLUSH FRAME HEAD/JAMB FLUSH FRAME SILL •065 70 LATCH LOCK Q ,945 {,��� 1.108 x z Q 3.266 �_ L_JU 1.574 4N M 3.420 .125 ^ t{V .203 p 7.176 1.428 1.500 .070 .188 ,200 .791 8 50 VENT TOP RAIL 8 o n D �( 1.737 2.074 1.471 E I .040 ° 1.5.71 •040 1.539 Q 7.866 IZ 0 2.140 L .060 FIX. MTG. RAIL STIFFENER •2� � 90 .060 1.500 .070 45�a 1.$74 945 O6S 1.656 la [� .92.40 •695 u W a J.360 I.J78 - ,240 m K4 00 t6 2a FIN FRAME HEAD/JAMB JB FIN FRAME SILL Q VENT-B07TOM RAIL 11 VENT STIFFENER C C U O W PRODUCT REVISED c sg g a9 complyyingg with the Florida Building Code ' NOA-No. 15-0818.04 =1y roa9z 911 = Expiration Bat 04/2212019 ��'•. T OF By Abd .-OR{0!•. MI m de Product ontro ',;v�Q7"" �!1 %� sheet 7 of 8 ITEM PART 0 1 QUANTITY DESCRIPTION MATERIAL NANF./SUPPLIER/REMARKS 1 W-10001 1 FIANCE FRAME HEAD PVC QUANEX BUILDING PRODUCTS INC. IA W-10001 1 FLUSH FRAME HEAD WC QUANEX BUILDING PRODUCTS INC. m 115 W-10001 1 FlN FRAME HFAO PVC QUANEX BUILDING PRODUCTS INC. Z y 2 W-10001 2 FLANGE FRAME JAMB PVC QUANEX BUILDING PRODUCTS INC. s J 2A YY-10001 2 FLUSH FRAME B PVC BUILDING PRODUCTS INC. 28 W-1OODI 2 FIN FRAMES JAMB PVC QUANEX BUILDING PRODUCTS INC, 3 V 6 3 W-10002 1 FLANGE FRAME SILL PVC QUANEX BUILDING PRODUCTS INC. 4 u 3A W-10002 1 FLUSH FRAME SILL PVC QUANEX BUILDING PRODUCTS INC. {{a44 f�0ujj 30 1 YV-100021 1 FIN FRAME SILL PVC QUANEX BUILDING PRODUCTS INC. ?W 17 4 IW-100031 1 VENT BOTTOM RNL PVC QUANEX BUILDING PRODUCTS INC. C 5 1 W-100041 1 VENT INTERLOCK STILE PVC QUANEX BUILDING PRODUCTS INC. c&y MQ yQ 6 JYV-IODO51 2 VENT SIDE:STILE PVC QUANEX BUILDING PRODUCTS INC. C 4 a iQ 7 W-100061 1 I=INTERLOCK PVC QUANEX BUILDING PRODUCTS INC. a 8 W-10D071 8 GLAZING BEAD PVC QUANEX BUILDING PRODUCTS INC. 9 W-10008 3 HEAD/JAMB COVER PVC QUANEX BUILDING PRODUCTS INC. zSp 9A W-100081 2 VENT STOP(3'LONG) PVC OUANEX BUILDING PRODUCTS INC. 10 W-10009 1 VENT BOTTOM LATCH LOCK AT MIDSPAN OF BOT.RAIL PVC OVANEX BUILDING PRODUCTS INC. 11 YE-1104 4/VENT VENT REINFORCEMENT 6053-T6 - 12 YE-1103 1/EACH FIXED INTERLOCK REINFORCEMENT 6063-T6 - 13 - 2/VENT 'ULTRA-LIFT'BALANCE - 'CALDWELL' �VJ1 14 YH-5010 2/VENT BALANCE CARRIER ASSY.(MOD. 161-1101) - 'CALDWELL' J 15 YH-524SS 2/VENT PIVOT BAR(MOD.0614523-SS)AT EACH END OF SOT. RAIL S.STEEL ADEPT c 16 YH-1316 AS REQ'D. 0 3/8"HOLE PLUG(MOD.C-131556) NYLON ASHLAND O Cv. 17 YH-4026 I AS REQ'D. .187'x.270'FIN SEAL PILE WITH PLASTIC FIN W STRIP - 'ULTRAFAB" p 18 YH-590RH 1/VENT TILT LATCH(MOD.46.13,32.101 RIGHT)AT END OF TOP RAIL - 'TRUTH' p 19 YH-59OLH 1/VENT TILT LATCH(MOD.46.13.32.102 LEFT)AT END OF TOP RAL - "TRUTH' r24 YH-595 2/VENT SWEEP LOCK(MOD.877208)AT 6'FROM EACH END - "DECO' z ¢M YH-597 2/VENT FACE MOUNT KEEPER(MOD.677133)AT LOCK LOCATIONS - 'OECD YM-1610 2 WEEP HOLE COVER - 'ASHLAND' YF-81 2/BAR 16 x 1/2"P.H.PH.DR.PIVOT BAR SCREW CAO PLATED CRS. - S Z o YF-82 2/KEEPER A x 3/4'F.H.TEK.SQ.DR.KEEPER SCREW CAD PLATED CRS. -YF-83 2/LOCK 18 x 7/8'F.H.TEK.PH.DR.SWEEP LOCK SCREW CAO PLATED CRS. - Q 00� y;�YF-78SH 4 pe x 2-1/2'P.H.SS.SO.DR.FIXED MTG. RAL SCREW 5.STEEL (2)AT EACH END Gi F 27 YF-85 1/LATCH g6 x 1/2'F.H.SS.SO,OR.TILT LATCH SCREW S.STEEL O 28 YF-90 1/SAL 08 x 1-1/4'F.N.SS.PH.DR. BALANCE SCREW S.STEEL 29 YF-92 14/VENT I8 x 3/8"F.H.PH.DR.VENT REINFORCING SCREW CAD PLATED CRS. - 30 YF-215S 5/VENT :JB x 1/2"P.H.SS.PH.DR.FIXED MR.REINF.SCREW S.STEEL AT 4'FROM ENDS do 10-1/4'D.C. MITERED WELDED 31 - AS READ. 3-T ALUM CHANNEL 6066 - CORNERS — 32 - AS REOD.I SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8Ot5 SHORE A R WHITE RIGID PVC EXTRUSIONS TO BE LABELED WITH MMA EXTRUDER CODE, EXTRUDER NAME,CITY.STATE AND'MDCA'. d MITERED WELDED CORNERS •� �b4 o u o c 1 1 1 1 7 •9 PRODUCT REVISED ` pD,AH as complain with the Florida Bulldln®Code NOA-No. 15-0816.04 - v 05921 Ojw Expiration Date 04122!2019 BY fA ATE OF ,J1!N� drawing no. Mlom ad ro uct antro! J 'gip' OAIO�.•''d\��'` W09—10 VgNT CORNERS FRAME CORNERS / NAL�%��� sheet g of g M1AM 1•DADE MIAMI-DADE.COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.goyleconomy PGT Inilustrie5 1070 Technology Drive, North Venice,FL 34275 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 NOMII shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miam} Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product o material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, t e manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend t ie use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material-fails to meet the requirements of the applicable building code. This prodct is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. AESCRIPTION `Series,- ,- /2-7 " ny1 S1i4 n�Glass ll�non(Rein ced)-I,-IYI I;' APPROVAL DOCUMENT:Drawing No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 2�1 of 21,prepared by manufacturer,dated 10105115, signed and sealed by A.Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. I MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING- Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any.other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEC TION:A copy of this entire NOA shall be provided to the user by the.manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 915-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOXNOC S-1210-0- MIAMMAOECOUNTY �� 14 Expirati nDat'�'April14 2 �L{1 Approval DatetiMareh�3,Nil' ti Page 1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1 Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. AM-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 long with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15,-signed-and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 flong with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by enestration Testing Lab, Inc.,Test Report No.FTL 8546,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8547,dated 12/04/15,signed and sealed by dalmis Ortega,P.E. (Test report revised on 02/15/16) �4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6).Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) �. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638'(samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) 8 Additional test report No.FTL 6637 (samples A-1 thru A-5)per TAS 20294, issued by Fenestration Testing Lab,Inc., dated 12/06/10,signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-1300-02, -04& -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 = PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. ERIAL CERTIFICATIONS I l Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09130/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC",expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NVOA No. 11-0107.04) 5 Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass 0 (Clear and White)Interlayer",expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc.for their"Butacite PVB Interlayer", expiring on 12/11/16. F. TATEMENTS Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5a'Edition)and"No financial interest",prepared by PGT, signed& sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I.",approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 ' _SERIES 5570 IMPACT RESISTANT SLIDING GLASS-DOOR TABL A: Min.EdgeNo Group Anchor 8ubebato Frame Member MIN. D-3 THREADS INCLUDING POCKETS & 900/1356 CORNERS _Dletanca -Embedment--BEYOND-THE-METAL- INCLUDING METAL - - .T.soul em na ee s am 6 SUBSTRATE.METfIL GENERAL NOTES: qtz,sisal SMS SG=0.66) P-book 0116' SUBSTRATE TO MEET MIN. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)or410 S.S. Aluminum,606376' HeadISIIIWemb ale• STRENGTH AND THICKNESS 2)DESIGN PRESSURES: 0.125•eel, "inose P•ooknirl ale`sMs, REQUIREMENTS PER A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.51 sled,A36• HeaP-hook 318' ° CURRENT FLORIDA BUILbING A Ihmin.I1) . ' , sa P•laok 318• ' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. Sleet stud,A653 Gr.33' HeadlsllhJamb 318' 0.071. 14 Oa. CODE AND TO BE REVIEWED 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, 0.071•min.thickness P•took 318• 0.071.(14 Ga. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 114•Elco P.T.Southern Pine Jamb 1. 1.316° JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). Ullrecon SG•O.r P-hook V 1.316• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4'Elco 410 P. southern Plne HeedlslluJemb 1• 118` FOR STEEL STUDS, 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.Cretai'lex (sG=0.65) P•hook 1' 118• MIN.FU=45 KSI& 8)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. 9 q12,-M.-1--4 P.T.Southern Fine HeadBllUJamb 9116' 1481 screw 96 SO=0,65 P-took 811G 1-318• MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED Concrete P-hook 1' 1-318' (PAINTED OR LAMINATED)WHITE RIGID PVC NOA 114'Elco min.2.85 kel HeadlSlNJsmb 1.3110• INS. "UNGROUTED CMU"VALUES REFERENCES(TEST REPORTS):FTL•037,6338,0646-8640,8652&8717;EXOVA-10.002.792(A)&10-006-10231; Ullracon Ungrouted CMU, Jamb 1• 1-114• MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; CASTIVI coo P-took 1' 1.114' CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Unarouted CMU, Jamb 1.314' 1.114' HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 114•Flea 410 STM C-00 P•took 1.3'40 1.114' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, B.S.CreleFlex Concrale Head/81111Jemb 1.3116' 1314' IMPACT RATING (COMPONENT REQUIREMENTS). (min.3.35 ket) P•hook 1314° RATED FOR LARGE&SMALL 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Head'SIIIIJemb 1.112'min.2.22 ksl Pfiook .1'2 1310' MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED, 11318' 114•Eloo 1&e 10)THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 67012770 SERIES. Ungrouled CMU, Jamb 2' t•1/4• DESIGN PRESSURE RATING S,S.AgOro•Galot ASTMC-9D 2'P-hook 1.114' P.T.southern Fine HeadlsliuJamb 1• 131e' SEE TABLES 1,2&81,B2 ANCHOR NOTES: SG=0.68 P•hook V tate• ON SHE 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Concrete Head1S111/Jamb 2.1'2• •31e• APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE UP Elco min,2.85 kei P•hook 2-112" 1-31e° REQUIREMENTS. UIlrecon U(ASTMd CMU, Jamb 2.117 1.114• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. D AsiM c90 ---T.-hook Z 1rr 1.114• PRODUCT RENEWED 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL in.3,3 k HeaP-hook 2.112• 1.314• as/dingcompCode with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR B.S.creEleo 410 min.9.35 kel P•hook 2-112 1.110' NOA-ng Code GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE .sCreloFlox UnASIM CMU, Jamb 2-112• 1.114• NOA-Ho. 15.1210.01 ASTM G90) P-hock 1 2-112' 1.1/4' Expiration Data 04114/2021 STRUCTURE.BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. sy 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES. ....,...1 Mfarrd-updb Product Con rot BY THE AUTHORITY HAVING JURISDICTION. EXAMPLE CONFIGS..........2 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, INSTALL DETAILS..............3.6 NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE DP/ANCHOR 7ABLES........7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, STA D RD USED; ANCHOR LOCATIONS.......11-16 2014 FLORIDA BUILDING CODE(FBC),6TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E7300.09 EXTRUSIONS.....................18 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE ANSIMF&PA NDS-2012 FOR WOOD CONSTRUCTION ACCESSORIES.................A9 LYNNSLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE ALUMINUM DESIGN MANUAL,ADM-2010 SCREEN DETAILS.............20 \.� ONV GCASSIREINFORCEMENT. AISI-S100.07/82.2010 PARTS LIST........ ......21 � ��•'.%CENsF',�Fp 'I !t , 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL yk PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR 1-t VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.58705HEIGHT.3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE bEFINED IN TABLE A,THIS GENERAL NOTES i, J ROSOWSKI l jam/1.5j I6 :,mowSHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE fffDISTANCE.4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGNCER. . PPRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. •, S/ ��� •6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.1070 TECHNOLOGY DRIVE �� .,r NAL 8)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (9 VENICE,PL 34275 A.LYNN MILLER,P E. (941)•480-1800 SGD-5570 NTS 1 OF 21 MD-5570.0 p.E.1e 68745 MAX:UNIT WIDTH— MAX.UNIT-WIDTH-- �MAX-.UNIT-WIDTH— NOM.PANEL WIDTH NOM.PANEL WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH PER TABLES 11&2 -1 PER TABLES i&2 PER TABLES I&2 TpPER TABLES I&2 Nr� Nr--.--i 1, MAX HEIGHT T HEIGHT HEIGHT MAX.UNI HEIGHT MAX.UNI /,o PER TABLES I&2 PER TABLES 1&2 PER TABLES I&2 PER TABLES I&2 -j J-PANE2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS Oh CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH- MAX.UNIT WIDTH MAX.UNIT WIDTH NOMI.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES I&2- 4 PER TABLES I&Z PER TABLES 1&2 N---1 f -$ 11 MAX.UNIT * h N HEIGHT am MHEIGHTAX,UNIT MAX.UNIT PER O E -itill // � I /' 2,T7m a p ' I g ES MET. PER TABLES I&2 h /I h HEIGHT i TABL I&2 PER TABLES I&2 h I / It i / POCKET 5-PANEL CONFIGURATIONS N— 8—PANEL CONFIGURATIONS CORNER,TYP. PRODUCT RENEWED MAX.UNIT WIDTH MAX.UNIT WIDTH as comp%Jnwith the Florida Building o o NOM.PANEL WIDTH NOM.PANEL WIDTH NOA-No, 15-1210.01 PER TABLES I&2 PERTABLESI&2 Expiration Dato 04114/202T By /BN Miami- 9 Product Cantrot HEIGHT MAX.UNIT 919111 till MAX.UNIT HEIGHT PER TABLES h A PER TABLES I&2 Nr 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"-OPERABLE PANEL "=INOPERABLE PANEL 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0DLO WIDTH=NOM.PANEL WIDTH-8-9/18" o LOCATIONS.EXAMPLE 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXX POCKET DLO HEIGHT=DOOR HEIGHT-i 1-1/16" . Io XXXXP�0 IN PANELHEIGHT=DOOR HEIGHT-2-1/2" POCKET CONFIGURATION CAN BE OXXXP. S VINYL SLIDING GLASS DOOR NOA(LM) 18 10/05115 2)90'&136°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATION jj�j .a-Mr.ilk W 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO 13E DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS J ROSOWSK) " . REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. DETAIL LETTER CERT.Or AUTH.#29296 1070 TECHNOLOGY DRIVE 6)MAX,ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FTA SHEET NUMBER N VENICE,FL 34275 (i4l)-480-1600 11ISGID-5570111 NTS ill 2 OF 21 R MD-6570.0 A.LYNNMILLER,P.C. EA BR705 ----DETAIL-El— -rYP.-ANCHOR-TYPE,-EMBEDMENT—FDETAIL E21 INTO MASONRY MDE—TAIL E3 DETAIL E4 AND EDGE DISTANCE PER furo MASONRY -DADE APPROVED-MULLION,FBC_ +x TucxsrRlP TE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL I&NOTE 3,THIS SHEET 2X WOOD BUOKSTRIP OR TYP,ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD,MAY CONCRETE/CMU EDGE FRAMING SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL, PER ANCHOR DISTANCE NOTE 3,FRAMING, I /—SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT t 1 EDGE I&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I STANCE DISTANCE EDGE EDGE D EMBED- EDGE D MENT EMBEDMENT ENT EMBEDMENT EMBEDM 1/4"MAX, a IXOR2XWOOD 1/4"MAk 1/4�'MM 1/*'MAX. _BUCKSTRIP,SEE ANCHOR NOTE 3, TYP.ANCHOR TYPE,EMBEDMENT AND TYP,ANCHOR TYPE,EMBEDMENT AND 63 7 SHEET EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE FTYPM %A�'C R ,'ANCHOR'TYPE TYPE,E�13 33 TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3.THIS SHEET 8 NOTES FOR LES' 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, L A 2)REFER TO ANCHOR NOTES,SHEET 1, 'FllA.ALS ..n' LEj 3)SEE SHEETS I 19 12 FOR ANCHOR LOCATION&SPACING, AND #8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO WIDTH=NOMI.PANEL WIDTH-8.9118" HORIZONTAL AN PLATEAT RAILS SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#S,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1118" ERY C R L CENTERLINE AND e"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-24/2" LOCATION IF (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS.,71 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS, DAYLIGHT 0 ALL REINFORCEMENTS OPENING FRAME -PANEL ARE APPROXIMATELY THE FULL HEIGHT :� SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT RENEWED HEIGHT p NOTE S. SILL RISER THIS SHEET VARIES WITH EXACT DIMENSIONS, c%nplg�with the Flarlda 1039a Building . . REQUIRED NOA-No. 15-1210.01 ExrswoR POSITIVE DESIGN Explratlon Veto 0411412021 PRESSURE, .390---1 1-- 62 . I jULF—HOR 61 SEE SHEETS .390 -- rodae Control 26 oR 20 7&S. .390 .390 2.047 IW MAX. 33 2 942 Ll 1.7r2,887 2,370 4.041 9 _T5_S"OWN _�823 2.88 GROUT AS 943 ALSO APPLY 7 3,464 NEEDED,SEE 8_\ 1.917 60 L OL -1 ANCHOR NOTE .060 5,SHEET 1 12 2-1/2"=TOTAL .060 0 —1 .06 1 114"MAX, 9 SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RI9 FR ( 3 " La( O (4-518"TOTA Lwwj 2-1/2'TOTAL -1/2TOTA4 . ..... . 7 SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBEDMENT EMBED- EDGE MENT No.58105 DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 4 L r Lij EDGE TYP.ANCHOR TYPE,f TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. J ROSOWSKI S. pISTANGE EMBEDMENT AND 2X WOOD 13UCKSTRIP OR EMBEDMENT AND sv A E EDGE DISTANCE FRAMING,SEE ANCHOR EDGEbISTANCE RT PER SUBSTRATE, NOTE PER SUBSTRATE, — 129296 ........... CONCRE EICMU ks PER ANCHOR SEE TABLE A, TABLE A, 1070 TECHNOLOGY FDETA—IL F11 IDETAIL F21 SEE DRIVE REQUIREMENTiNrO MASONRY SHEET I&NOTE 3, SHEET I&NOTE 3, N.VENICE,FL 34276 INYO THIS SHEET THIS SHEET -480-1600 -5570111 NTS 11 Jill MD-6570.0 kil I P.E.0 68705 IJISGD 1 4 OF 21 A.LYNN MILLER,P.E. OPTIONAL NON- IDETAIL 11-1 [DETAIL 12-1 I STRUCTURAL 04TOMASONRY INTO MASON ANCHORSFORCONCRETEICMU EDGE PER ANCHOR INTERIOR POCKET HammTYP.ANCHOR TYPE,EMBEDMENT DISTANCE 01 REQUIREMENT JAMB 28 AND EDGE DISTANCE PER 33 SUBSTRATE,SEE TABLE A, • THIS SHEET So SHEET i& IGURE1.INTFRLOCKSATFOCKETS: INTERIOR POCKETS MUST SEE FIG 1, NOTE 3,BELOW INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 06"AND LESS: FRAME JAMB TO REDUCE THE10 POSSIBILITY OF WATER OPT. R 31 INFILTRATION. 21 A CHO AX EMBEDMENT 17 O 17 OPT. PT. POCKET BY OTHERS SEE NOTE 6 BELOW. • ENTERIOR EX ERLQ8 ME T- FOR DOOR HEIGHTS OVER 86" OPT. 1/4"MAX. ANCHOR to MAX.O.C. 8 TYP,ANCHOR TYPE,EMBEDMENT U SEE PIG 1,at 30 CONCRETE/CMU THIS SWEET AND EDGE DISTANCE PER L EDGE' PERANCHOR (SO 27 07 SUBSTRATE,SEE TABLE A,SHEET I DISTANCE REQUIREMENT NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET I BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BEL EDGE 2X WOOD BUCKSTRIP OR PRODUCT RENEWED THE METAL SUBSTRATE — 'ST FRAMING,SEE ANCHOR as comp Ing with tho Florida "DISTANCE Buildinglacte EDGE NOTE 3,SHEET i NOA-No. 15-1210.01 STANG OPT.ANCHOR I A DETAIL 13 DISTANCE (OPT.ANCHOR Expiration Dat.04/14/2021 INTOMETAL EMBEDMENT It7 OPT. in,OPT. D EMBEDMENT ETAIL 14 '114'MAX. 114- 1—INT-WOOD EXTERIOR MAX. V to SEE FIG I 31 SEE FIG 1,30 THIS SHEET 22 27 THIS SHEET 0- 92 EXiEniOR 20 21 of VYNN 4 EXTERIOR POCKET EXTERIOR POCKET , ...........itte NOTES ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05115 is Nu.sa7o� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. 11,tri J ROSOWSKI 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2, 4)SHE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. CERT.OFAUTH.112020B RAI .. .. ..... 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 N14 MILLER,P.S. 1(941)-480-i6r'n I 111SGD-6570111 NTSTIF6 OF 21 71 MD-5570.0 141 A.LY 1 REA 68705 TABLE 1: Design Pressure—(DP)and An--cfi-o—rQFua-n-tIt1esRequired, (for all approWd configurations on Shoot 2) Use this table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN ,�'I ,-.-,6- — PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,3 or 5 84' 06, SHEET FOR COMPLETE ANCHOR LIMITATIONS, Astraiiii Reinforcement#29 72-151116-131.0 Height 84-15/16-DLO Haight Lookstile Reinforcement#25 oT#26 Y--A n G IW-G FoupAA-01 Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONAL Sid.InterlockLY,THE Reinforcement 1127 A 1 13 A-F-Tp-- MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE j;EFk'D D CONSIDERED,SEE TABLE B1,THIS SHEET, Design Pressure +601-60 pct +601-60psf +60!•60 pct 194/81 #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 24" DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1jC3-ki C3+11 030 C3+1 I C3+1 I C3+1103+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Width Jamb 5 5 , 6 6 5 1 5 6 6 5 6 5 5 MIDSPAN OF PANEL), P-hook 7 7 7 7 TOTAL#OF ANCHORS THROUGH THE JAMB, Design Pressure 4601.60pst +601.60psf +601-60 psi 9THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 25-fi6 Headf8lit 03+1 C3+1 03+1 C3+,1 03+11 C3+1 I C3+1103+1 C3+1 C3+1 I C3+1103+11 PERPENDICULAR TO THE GLASS. 130, DLO Width Jamb 6 5 6 6 6 1 6 5 b —5 5 5 1 6 P-hook 7 T 7 7 7 17 7 1 7 8 8 8 L.L_ 1.60psf +601.60psf 3 -C Ca+f 03+11 C3+1 C 03+ 1 03+1 0 0�341-103+1 3+1 1 030 C3+1 C3+ �1364� d 5 1"STV 5 5 6 6 -5-1 5 6 6 7 E 7 11IL?p .1 7 7 7 7 8 'Dail4ti'Proissum +601-60pst +601.60psf +601-60psf 37-11w N+1 jC3+fC*+1[03+1 6 8 42' DLO Head]SlII C3+1 C3+1 C30 C3+1 C3+1 1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1103+1 TABLE Bi: Width Jamb 5 5 6 5 6-1-5 6 5 5 5 6 6 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 M M - 8 0 8 Design Pressure OK LENGTH 43-1/81 Design Pressure +60!•60 pat +60!•60 psf 1 +601-60 psf Bill Nom.SIR Max,(+)DP 48" OLO HeadIS111 C3+2 G3+1 C3+1 C3+1'03+2�03+1 1 C3+1 C3+1 05+2 C3+1 C3'TFC3—+i Riser Height Allowed DOOR ASSEMBLIES Width Jamb 1 5 5 1 5 5 5 5 a 6 5 6 1 5 1 None 14111V 8 Nola 2 INSTALLED WHERE THE PRODUCT RENEWED P-hook 7 7 1 7 71—7 7 1 7 1 7 1 8 1 8 1 8 1 8 1 42 2-112, +38.7 pct OVERHANG(OH)LENGTH IS as comp"I Ing with the Florida EQUAL TO OR GREATER THAN Building ado 43 1/2 USED IN EXAMPLE ON SHEET 9 3- , +60.0 psf Now No. 1115-11210.011 0 THE OVERHANG HEIGHT IS 44 4-11161 +60.0 psf EXEMPTED FROM WATER Expiration Data 04M412021 45 45181 1 460.0 psf INFILTRATION RESISTANCE. Dy DLO WIDTH mNOM.PANEL WIDTH-8-9/1 V DLO HEIGHT-DOOR HEIGHT-li-1116' N*'�",Oli 14 LYNN 41, PANEL HEIGHT=DOOR HEIGHT-2-1/2' ......y10ENs... Z TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 1A1 10/05/19� 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE I AND TABLE B1 DETERMINES THE WATER LIMITED(+)DID. DID&ANCHOR Q JANTITY TABLE Ila I J ROSOWSKI Ati— 40 T-1 S. 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL )3 RISER IS NOT REQUIRED.IF 80,+DPIS SHOWN IN TABLE I MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. CERT.Of RUTH.02929e 6) 4)REFER TO ANCHOR SHEET APPLIES TO 2NOT SD 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE3 AN,SHEET 1. 6)SEE SHEETS 11.16 FOR ANCHOR LOCATION&SPACING N.VENICE,FL 34276 (941)-480-1600 SGD-5570111 NTS 7 OF�21 MD-5570.0 gIT A.LYP,E.q 60705 NN MILLER,P.E. TABLE 2; Design-Pressure-(r)P-)and-AncharQuantitiw-Pquilred 'q- _,- (for all approved connautattonS on Sheet 2) —ANCHORAOC-TYPE-PFR-SUBSTRATE-REQUIRED-TOACHIEVE THE DESIGN Use this table for: Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW,SEE—TABLE A, Glass Types 2 or 4 go" 108" 120' SHEET I FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 029 68-15116"DLO Height 72-15116-DLO Helghl- 84.15116-OLD Haight 98-15t16.DLO Height 108-1511611 DLO Halgff- THE MAXIMUM UP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Locketlie Reinforcement 025 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE UP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement MA B I C I D A 8 C D A I B I C I D A B C D A I B. I C 1. D CONSIDERED,SEE TABLE 82,THIS SHEET. Design Pressure +100/400psr +1001-100 r +1001.100 psf +601.65 psf +601.05 psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 194181 HeadIS111 C3+IIC3+1103+-1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 03+1103+11 G3+1 1 C3+1 03+1 (03+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Zq DLO MIDSPAN OF PANEL). Width 6 7- TOTAL 11 OF ANCHORS THROUGH THE JAMB, arri, 5 5 5 6 1 !1 1 5 1 5 6 1 5 5 s 6 ]- e iF P-hook 7-1 7-L-7 1-7 7 1 7 1 7 1'-7 8 8 a a 9 9 9 9. 10 10 1 ID 10 ---_THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 2&118" Design Pressure +1001-100 psf +1001-100 psf +1001-100pst +601.65 par +601.65 psi PERPENDICULAR TO THE GLASS. W, DLO Head/Sill C5+11 C$+1 C3+1 C3+1 05+1103+1 C3+1 C3+1 C5+1103+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 C3+1 Width Jamb 5 -iI-T 5- 6 5 1 6 6 6 6 a 7 6 6 6 6 6 6 a 8 6 P-hook 7 T 7 7 7 7 7 7 8 8 9 a 9 9 10 10 10 10 31-1116' Design Pressure +100/-100 psf +100/-100 psf +1001-100 per +601-65pst +601.65 psf FIG 1: 36' DLO Head/8111 C5+1 C3+1 05+1 03+1 C5+1 C3+1 C5+1 C3+1 C6+1 C5+1 05+1 C3+1 C5+ +1 C3+1 05+1 C3+1 I C3+1103+1 Width Jamb ri, 1 6 6 6 1 1 5 7 M 6 6 P-hook 7 1 7 7 7 7 1 7 1 7 7 8 8 a a _9 9 1 9 1 9 _10 10 1 10 io e a OH LENGTH �N 09' DOORASSEMBLIES Design Pressure +100/-100 psf +1001.100 psf +1001.100 psf +60/-65 psi +601.65 psf INSTALLED WHERE THE 37_1/8. — HeadtSill C6+2 03+21 C6+2 03+1 06+21 C6+2105+21 C3+1 C5+2106+2 C6+2 C3+1 C5+1 03+1C6+1 03+1 C5+1 C6+1 C5+1 C3+1 W OVERHANG(OH)LENGTH IS 42' DLO Jamb 5 5 X EQUAL TO OR GREATER THAN Width 5 6 6 6 6 6 1 8 1 7 1 0 6 THE OVERHANG HEIGHT IS P-book 7 7 T T 7 1 7 1 7 1 7_ a 1 8 a le- 9 9 9 A 10 1 10 1 10 1 io EXEMPTED FROM WATER z Design Prosaw +1001-100jesir +1001-100psir +92/-92 psir I +601-65par +60/-65 psf — INFILTRATION RESISTANCE. 43-1/8' Hand/Sill C5+2106+21G5+2 03+2 C5+2 C5+2105+21C3+2 C5+2054.2 C5+2 C5+2 C5+2 C3+1 I C5+2 C3+1 C5+2 C5+1 06+2 C3+1 481 OLD Width Jamb 5 6 7 6- 6 6 8 6 6 5 9 6 6- - 6 7 6 6 6 8 8 P- It 7 7 7 7 7 7 6 8 0 9 0 a 1— 10 1 TABLE B2: PRODUCT RENEWED I 9 9 9 1 10 0 Water-Unitted "a C*invIgIny with the Florida Design Pressure +80/-e0psf +801-80psf +801-80pat +60165pst +64.11-69.7psf. 8.11d ' . Head/6111 C5+2 03+2 C5+2 C3+2 C6+2 C3+21 C5+2 MQ C6+2 C3+2 C +21 C5+2 I C5+2 I C+ 6+2 Design Pressure NOA-No. 15-1210.01 54" OLD �J_ Width Jamb 6 5 a 6 6 6 7 5 6 6 a 6 -8 a a 6 a 6 8 8 $111 Non SIH Max.(+)OP expiration onto 0411412021 P-hook 7 7 7 7 _7 7 7 7 a 8 8 8 9 9 9 9 io I io 1 10 1 io- Riser Height -Alloud Des n Pressure +e0/-80psf +801-80 pst +6014ow +59.11-64psf +41181-n7psf Well I-11IMS' See Nete 2 1 tg T2 ZW2 C6+3jC5*2jC6+31(33;2C5+2 C5+2 05 42 2-112* +38 6'118 H ad/Sill 05+3 1 C3+21 61V DLO �E[C!� I CS+2105+21 C6+21 7 par Width Jamb 5 6 6 r, 6 6 1 7 1 5 6 16 a 5 8 0 8 6 6 1 6 1 8 6 43 3-117 +60.0 psf P-hook 7 7 7 1 7 1 7 1 7_1 T 1 7 1 6 1 8 1 8 1 8 1 9 1 9 1 9 19 10 1 10 1 10 1 io 44 44116" +80.0 psf +/-100.0 PSF FOR ANCHOR GROUPS 8,0&D. 45 43181 +100.0 pet DLO DLO HEIWIDGHT=TH NDOOROM.PANELHEIGWIDTH-8110-9/1 V' , '\{LYNN Alit HT-11-1 " PANEL HEIGHT=DOOR HEIGHT-2-1/2' TABLE NOTES: I,jo,50705 Ig 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 VINYL SLIDING GLASS DOOR NCA(LM) 10105/15 -" '. . .-' AND TABLE B2 DETERMINES THE WATER LIMITED(+)UP. UP&ANCHOR QUANTITY TABLE jj,'j -ROSOWSXI "P'. I (4. 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL b ST' K RISER IS NOT REQUIRED.IF SO,+DPS SHOWN IN TABLE 2 MAY BE USED. ..01� 3)SEE SILL RISER TYPES ON SHEET 4. 'CERT.OF AWHI 0292DO 6)REFER TO ANCHOR NOTES,SHEET 1. Rai 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, -i 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1 nnn SGD-5570NTS 8 OF 21 111 MD-5570,0 A.LYNN MILLER,P.E. Jill -EXAMPLE: 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE IN..•TFzRIPR CENTERLINE _ CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48 .4-- NTERLOCK OF INTERLOCK-—ANCH�FI INFORMATION, M LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, WOF PANEL I OF PANEL 2 OFPANEL 3 ,A%• CENTERLINE CENTERLINE CENTEtiL7NE --— PROJECT DESIGN PRESSURE REQUIRED;+48.21-68.0 PSF - POCKETBY OTHERS,SEE NOTE 6, SHEET$ •+2' 2&00"MAX. $• •+2•ANCHORAGE, $. ANCHORAGE, SHEET12 '+2•ANCHORAQE, MAX. SHEET 12 •03'CLUSTER, 'C3"CLUSTER, SH T12 EXTERIOR SHEETI2 SHEETI2 ENDANCHORAQE SEE POCKETJAMBANCH (MIN.1 ANCHOR) EXTERIOR •- SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS TO AID N OPT. IN\ NON-STRUCTURAL ANCHORS MAY SHEET$ PXXX(3-TRACK) BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A ) SPLICE OCCURS WITHIN A POCKET. 50.L SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6' CENTERLINE CENTERLINE CENTERLINE MAX. OFPANEL.I OFFANE42 OFPANEL 3 POCKETBY 0 0 0 0 EXTERIOR INTERIOR OTHERS,SEE „•� NOTE$, 0 0 0 0 0 0 0 SHEET$ •+2• '+2•ANCHORAGE. 2631B'MAX. 6' ANCHORAGE, SHEETII '+2'ANGHORAGE. MAYO SHEET i1 •C3'CLUSTER, 'C3•CLUSTER, SHEETII EXTERIOR 12'MAX. 21.8' FRAME JAMB SHEETII SHEET II ENO ANGHDRAQE MAX SEE POCKET JAMB (MIN.I ANCHOR) REDUIRED@' INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3 TRACK) aPROmt] pDing RENEWED tthlo Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.21-68.$AT A NOM,PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE Noa-No. 1 b-1210A1 DESIGN PRESSURE IS+80!•80 WHICH EXCEEDS THE PROJECT DESIGN END PANEL ANCHOR EXCEPTION: Dxpiration Date 0411412021 PRESSURE REQUIREMENTS. DISTANCE TO NEXT CLUSTER TOBE25.31$•D.C.ORLESS By — , NI11amt­Dbd5Yfoduct Control FOR WOOD INSTALLATIONUSING ANY Haed790I C3+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OR I P-hooX 1 7 --- 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6.1 $'MAX, HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL $� THE INTERLOCK)ASTRAGAL. FOR SILL SHOWN AND HEAD,ANCHORS AT THE DPT.ANCHOR (SHOWN) TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O,C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK ,AMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25.318,OTHERWISE ANCHORS ARE NOT REQUIRED AS ��� I LYNN ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL, PER THE FIGURE ABOVE: � ��cENSF DETAILS DETAILS SILL(INTERMEDIATE ANCHOR-S�SHEET 11 FOR THE"+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. FOR PRODUCT REFERENCES ALSO SEE' JAMB.6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 u A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL LAYOUT, STRAIGHT DOOR EXAMPLE' J ROSOWSKI ;� Z�Trr LOCATIONS OF CROSS-SECTION DRAWINGS. p 9TAL `•. B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN •.fitoR1DP,: C)SHEET 17 FR ALLOWABLE PANEL TYPES AND CALL NAMES. 13E FOUND ON: CERT.OF AUTH,#292 D8 D)SHEETS 4&18 FOR TRUSION CROSS-SECTION DRAWINGS, HEAD&SILL:SHEET 4 1070 TECHNOLOGY DRIVE '•,SS/�t�i i' E)SHEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 A.LYNN MILLER,P.E. F)SHEET 21 FOR A BILL OF MATERIALS, P•HOOK:SHEET a (941)-480-1600 SGD-5570 NTSIli 9 OF 21 1 MD-5570,0 JillP,EJY 65705 —SILL_CLUSTERANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRADAL OR ASTRAGAL OR -PANEL_ PANEL_,,, INTERLOCK INTERLOCK— PANEL CENTERLINE CENTERL4NE CENTERLINE ,,,,4n CENTERLINE 4P CENTERLINE! -„_4. —�._4" o o .• o Y � ]I o EXTERIOR EXTERIOR EXTERIOR EXTEEnRIOR EXTERIOR 2-TRACK CLUSTER IDS, V 2-TRACK CLUSTER'C6' V 2-TRACK INTERMEDIATE 57 2-TRACKINTERMEDIATE V 2TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'ai'ANCHOR LOCATION '+2'ANCHOR LOCATIONS 43'ANCHOR LOCATIONS ASTRAGALOR ASTRAGALOR INTERLOCK-- INTERLOCK PANEL PANEL PANEL_. CENTERLINE 4" CENTERUNE 4" CENTERLINE CENTERL"JE 4" CENTERUNE 4P• a a P P EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR I EXTERIOR —►^ j} 3,22" EXTERIOR —►t ' 3-TRACKCLUSTER'C3` ' 3TRACKCLUSTER'CS' v 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3TRACKiNTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 4I'ANCHOR LOCATION '+2 ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL PANEL_ PANEL INTERLOCK. INTERLOCK-- CENTERLINE CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4° 4" 0 P EXTERIOR 3.22" EXTERIOR 3,22" EXTERIOR EXTERIOR EXT�t`�E-tRIIOR 3.22" 4TRACKCLUSTER 4•TRACKCLUS7ER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS '+I'ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+a-ANCHORLOCATIONS NOTES, NOTES: FIGURES PCHTAINTOTHEFOILOWINGSILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATEANCHOR LOCATIO i3: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2)TRACK-TO-TRACK 11-1 M21.37,5" DISTANCE IS 2.378' 2)TRACK-TO-TRACK FOR ALL SILLS; DISTANCE IS 2.375" 2.375" FOR ALL SILLS: PRODUCTRENEWED Lttlliirrr HeadIS11I +1 8uitdinglyong with Lha Florida �<< QQl'(LYNN jyl� .lamb 5 NOA-No.. Q 15.1210,01 ti�K�4�,.•4.GENgF'•.e(�,r FIGURES PERTAIN TOTHU FOLLOWING 8111. - P.hook 7 Q; CLU7ERANCIIOR LOGATIONS: Expiration Date U4N4120211 ' VINYL SLIDING GLASS DOOR NOA(LM) 1010511$ Dy Ida,59705 Miami- ado Product Control ANCHOR LOCATIONS A j m J ROSOWSKI ��: T IISd�6 ...'g � Z70 CERT.OF AUTH.#29290 '�h�,s rtORtOP.•`\�`�� PtAi. .L HeadlSW C71 � a 'r � F Jamb 5 1070 TECHNOLOGY DRIVE � Al hank 7 N.VENICE,FL 34275 (941)-480-1600 SGO-55701IFNTS11 11 OF 21 Jill MD-5570.0 0 �LYNN P.E,N 60705 P.E. —HEAD-CLUSTER ANCHORS LAYOUT_: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL_ INTERLOCK— 4" INTERLOCK— 4" PANEL CENTERLINE 4" PANE CENTERLINE CENTERUNE CENTERLINE CENTERLINE EXTERIOR 3.22" EXTERIOR —3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR 3 ^ �nn nn .22 ' 2•TRACKCLUSTER'C3' -1D2•TRACKCLUSTER'CS' V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+i'ANCHOR LOCATION '+2'ANCHOR LOCATIONS 43'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR INTERLOCK— INTERLOCK— PANEL PANEL PANEL—+�'� CENTERUNE 4„ CENTERLINE 4„ CENTERLINE CENTERLINE 4.75" CENTERLINE 4" EXTERI R —►'f 3.22" EXTERIOR 3,22" EXTERIOR I EXTERIOR EXTERIOR —""i 3.22" 3.7RACX CCUSTER'C3' �J 34RACK CLUSTER 10V 3-TRACK INTERMEDIATE �I, 3-TRACK INTERMEDIATE �I, 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHORLOCATIONS '+I'ANCHOR LOCATION v '+2'ANCHOR LOCATIONS '^✓ '+3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL_ PANEL INTERLOCK „ INTERLOCK- CENTERLINE 4 CENTERLINE 4" CENTERLINE CENTERLINE CENTERUNE— 4" EXTERIOR 3,22"• EXTERIOR 3.22" EXT ERLO. EXTERIOR EXTERIOR 3.22° 4-TRACK CLUSTER 4•TRACKCLU3TER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE"+2' 4-TRACK INTERMEDIATE"+3' 'C3'ANCHOR LOCATIONS 'WANCHOR LOCATIONS ^+i'ANCHOR LOCATION ANCHOR LOCATIONS ID ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLL0YONO HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, NOTES. - INTERMEDIATEANCRORLOCATIONS! 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. z P)i 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.376" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT RENEWED HeadISIO I Url as complfying with(ho Florida ��ypl1V LYNN r14//�rr/tel F Ht Ear T EFDLLom Jamb 5 Building Codo `��r-•LICENSE-••., CLUSTER ANCHOR LOCATIONS: P-hook 7 NDA-No, 15.1210.01 `-Q,: .L Expiration Onto 04/14/2021 NC,50705 VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/16 By — A / Miami- Product Controli.. ISI IA •1 lu` ANCHOR LOCATIONS B 4- J ROSOWSKI t} STATE dF ; to �toRiUP.•r�1�:: Headtslll C3 1 CERT.OFAUTH.N202S8 N N ��t 1111/1 Jamb 6 1070 TECHNOLOGY DRIVE P•hook 1 7 N.VENICE,FL 34275 A.LYNN MILLER,P.E. (041)•480.1800 SGD-6670 NTS 12 OF 21 pil MD-5570.0 P,E,rEeRTos -P-HOOK-ANCHORS.LAYOUT. JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FMURFS PERTAINTOTHE FOLLOWNG JWB ANCHOR LOCATIONS: 25' U=ftj 6. 1— I 1 C3 21.9 Head/sul +1 21.0" 21.6" Jamb 0 MAX MAX. MAX. P-hook O.C. EXTERIOR O'c' EXTERIOR O.C. EXT OPT.ANCHOR lei TO AID IN \ ALIGNMENT 6'. 6" NOTES: MAX. MAX. LIM MAX. .1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY F3-TRACK FRAME 2-TRACK FRAME 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN,EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END I-X.500" PER END @ lu X.60W PER END 1�X.500' SILL P 3 E W R 6 EE N P D NOTCHES '�CH X ES SILL E END @ V X_500' TERIOR L SIL EXTERIOR IL EXE OR EXTERIOR (3)TRACK WEEP HOLES RA W P O"MAX. EVERY 24"@ 1.126"X.190"; EE H (6)TRACK WEEP HOLES 9 OLE' (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.126'X.,V()"; 1.12 X ". \— 1.12b"X.190".EVERY 24�'@ 1.126 TO AID IN 24!'@ 1.375"X.600" (1)WEEP NOTCH EVERY VEEP No TC EVERY ALIGNMENT 24"@ 1,376"X.60W (1)WEEP NOTCH EVERY 24"a 1.375'X.509' NOTES., 1)SEE TABLES i&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT RENEWED OF ANCHORS REQUIRED IN THE P-HOOK. as Complying with the Florida Building Code FIGURE8PLRTAINTO711 r%roLlovaNGPOMF NOA-No. 15-1210.01 JP4100K)ANCHOR LOCA71ONS Expiration Dato 114/2021 No.58705 J ROSOWSKI "t/ JAI 10105/15 aN1Dad Froduct Control VINYL SLIDING GLASS DOOR NOA(LM) ANCHOR LOCATIONS C STAT V1901 171111 CERT.OFAUTH.ft202)6 `;'ZONAk 4L m 1,Io . ,k Jamb i 1 1070 TECHNOLOGY DRIVE 111100 P-hook 7 N.VENICE,FL 34276 =-%GD5570 2 X LYNN MILLER,P.E. (941)-480-1000 J:NT�Sj=13OF, i MD-5570.0 MEN 58705 -HEAD 90_*CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTERANCHORS;LAYOUT: FIGUAESP9RTAIH707Hf OLLOVANGO(PCORNERSR.L. 0 4"' 4,' 4" L4 4- 4" 4� 4' rm P-hook paodisill I 3.22 L Jamb j 5 2"ITERIOR EXTERIOR 2-TRACK W'C4•ANCHOR�M.N,,R 2-TRACK 00*CORNER NS TCWANGHOR LOCATIONS 2-TRACK W CORNER EXTERIOR 2-TRACK W CORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) (USE WHERE*CV IS SPECIFIED) c4l ANCHOR LOCATIONS CW ANCHOR LOCATIONS -n (USE WHERE-C3'IS SPECIFIED) \n/ (USE WHERE'C5'IS SPECIFIED) 7 IL 4" 4" 4!' PRODUCT RENEWED 0" ny.with the Florida 4" 006.1cilleSWO D NIOA-No. 15-1210.01 Expiration Date 04114/2021 4" 4 0 4" 1" By raluIn ml- Product Control 'y i S� EXTERIOR 'y I I 3,2Z' EX"PROR v 1 1 3.2Z' 3.22" 3-TRACK90'CORNER T3-TRACK90*CORNER —nn EXTERIOR 'C4g ANCHOR LOCATIONS I — �M*ANCHOR LOCATIONS 3-TRACX SV EXTERIOR CORNER XTRACK 80"CORNER — (USE WHERE'CS'IS SPECIFIED) (USE WHERE ICY Is SPECIFIED) 'C4'ANCHOR LOCATIONS 1W ANCHOR LOCATIONS SE WHERE'C719 SPECIFIED) (USE WHERE"CVIS SPECIFIED) MTV" (U A, 4" 4" 10 4"— tTATE Ot OF g C .'s,Z' FCORIO 3�22A- 6. ........ . EXTERIOR 3.22" EXTERIOR 41 3.22- R I 4-TRACK 90*CORNER 4- CORNER-CO ER EXTERIOR ". E EXTERIOR 1,/��/ONAX, o\' .04'ANCHOR LOCATIONS 'Cal ANCHOR LOCATIONS 4-TRACK 90'CORNER I 4-�TZRACK 80°CORNER CS D CC TI . (USEWHERVOWIS SPECIFIED) (USE WHERE'CV IS SPECIFIED) C4'ANCHOR LOCATIONS lu *06*ANCHOR LOCATIONS _\G (USE WHERE'03-IS SPECIFIED) (USE WHERE-CV 16 SPECIFIED) A.LYNN MILLER,P.E. FIGURES—PERTAWTOTHr NOTES: REN 68703 FOLILOWINOWCORNER i)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HFA0 ANCROR LOCATIONS! VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/15 90* 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS, ANCHOR LOCATIONS D J RCISOWSKI 1 Jamb 6 3)TRACK-TO-TRACK Look 1 7 PhDISTANCE IS 2.37W 2.375' 2.376" CERT.OF AUT1­L#29295 FOR ALL HEADS AND SILLS: 1 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 (941)-480-1600 SGD-5570�14 OF 21 MD-5570.0 Jill -HEAD_135_CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOFlOURUSPERAINTOTHE LLOYANO 136.rCORNER SU AHCHORLOCAMM NS: — 136_ _ ------ 4 - 4" 4„ana%TER10R E ERtOR 3.22" ;,4' EXTEfR�IOR 4„ EXTERtO P•hook 7 2TPACK 135•CORNER �• 2-TRACK135•CORNER 2TftACK 130 C0ANER V 2-TRACKt36'CORNER '04'ANCHOR-ISSPLOCATIONS 'CS'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SP£CIFIEDJ (USE WHERE'C5.19 SPECIFIED) (USE WHERE'CW IS SPECIFIED) (USE WHERE•C5•IS SPECIFIED) AL n a^ a° W3, 4- PRODUCT o PRODUCT RENEWED a„ • 4" as Comp Ing with the Florida Building Code 10A-No. 15.1210°01 a Exptrattoa 0ata,0411412021 ffiEXTERIOR EXTERIOR EXTERIOR EXT�JERRIOR322" " V �(nmF4 Product Contra. 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3•TRACK 135°CORNER 'C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE•C3'19 SPECIFIED) (USE WHERE-CW IS SPECIFIED) 'C4'ANCHOR LOCATIONS TW ANCHOR LOCATIONS (USE WHERE•03•IS SPECIFIED) (USE WHERE-CS IS SPECIFIED) >\x 4- 0* " 4„ 4., a �j111, Jtlj Y�\` ON(LYNN ° _ 4" reNa.6070.5EXTERIOR 14#4 EXTERIOR EXTERIOR % ••. VIT-AIE ��F 4•TRACK135'CORNER U 4TRACK135°CORNER 3.22 h ,'••.FLORIDh.•'• "��5�~ 'C4'ANCHOR LOCATIONS TVANCHOR LOCATIONS 4•TRACK 135'CORNER 4-TRACK 135'CORNER ice' s�iO .•�'1,\` (USEWHERE'C3'IS SPECIFIED) (USE WHERE"G5 IS SPEGIFIEo) 'CA'ANCHOA LOCATIONS °C6 ANCHOR LOCATIONS NAL. `11 (USE WHERE°C3'is SPECIf1ED) (USE WHERE'C5.19 SPECIFIED) I7)t t!11� A.LYNN MILLER,P.E. NOTES: P.E.us3ra5 FtWtRE3PERt ARCHORLOC TIOI&6•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NEAOANcxoRLacanoN9: �VINYL SLIDING GLASS DOOR NOA(LM) A 10105115 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE m` J ROSOWSK! SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E HeaNS111 I p mb 5 3)TRACK-TO-TRACK Na P•aok 1 7 1 DISTANCE IS 2.375" 2.375" 2.376" CERT.OF AUTH.029290 R K FOR ALL HEADS AND SILLS; 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 �1 (041)-480.1000 SGD-5570 NTS � 15 OF 21 6 MD-5570.0 9$ _HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FiGUCSRTI EPOLO'V° IC� U LOCATION SPLtCF SPLICE 9PtION 9PUCC 4" LOCATION 4" LQCATk)N LOCATION - -4" —4" EXTERIOR EXTERIOR IOR EXTERIOR a HJambU p 1 _ s.az° ata° Ex_.E� . 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE V 2•TRACKSPLICE P-hook 7 •C4`ANCHOR LOCATIONS •CS'ANCHOR SPLICELOCATI 'C4'ANCHOR LOCATIONS 'CS'ANCHORLOCATIOW (USE WHERE" (USE WHERE'CW IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) C3•IS SPECIFIED) (USE WHERE'CW IS SPECIFIED} SPLICE SPLICE t„ SPLICE SPLICE LOCATION r-.4-76!' LOCATION*4" LOCATION 4" LOChSK)ti4" PRODUCT RENEWED EXTERIOR 4" EXTERIOR . -EXTERIOR Z3.22" EXTERIOR 4° as!dingComplag with tho Florida 3-TRACK SPLICE 3'TRACKSPUCE r'j 3TRACKSPUCE 3TRACKSPLICE NOA-Ng Cado ID 'cW ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS C7 C4"ANCI{ORLOCATION9 •Cal ANCHOR LOCATIONS N8A-No. 15•I210.01 (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE I IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) Expiration Date 04/14/2021 By ; " hltami-CSA tlnot Canttol SPLICE 4.76" SPLICE 4" LOCSPLICE ATION LOCALICE LOCATION LOCATION 4,. p 0 O o 0 p o EXTERIOR EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR —�. 32a" �� ti`i LYNN 6/r��'�i 4„ 4TRACKSPLICE j' 4.RACKSPttGE ` �O' iCENS ''<< �i 4•TRACKSPUCE �' ATiACKSPLICE \/" �.! ANCHORt P ' 'C4'ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS 'C WHERE"ANCHOR LOCATIONS 'C WHERELOCAECIFI (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) (CI$E WHERE•C3't3 SPECIFIED) {USE WHERE`CY 4S SPEGFIF.0) ND 585705 '�) S,Tt ti. NOTES: ' �`,FCORIOA.`a����\ 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ���! NA4;0'\ FIGURESPERTAWTOTHEFOLLQWNGSPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER.P.E, Rego ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 8. 1 P.EA 58703 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM} 10/05115 DISTANCE IS 2.375" 2.375" I2,375.1 FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F _ J ROSOWSKI 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH.fa29288 Jamb H8a�I5 03 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE P-hook7 N.VENICE,FL 34275 (941)-480-1600 3GD-5570 NTS 111 16 OF 21 1 MD-5570.0 PANELS-RIGHT-STILETYPE --SCREEN-PANEL TYPES PANEL OUTSIDE GO- INSIDE 90' DOUBLE TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE 135' INSIDE 135' ASTRAGAL INTERLOCK INTERLOCK STILE WMANDLE ASTRAGAL c I INTERIOR OR OUT IN ROXOUT BOXIN RECEIVER RECEIVER ASTRAGAL ASTPAGAL NTERLOCK RECEIVER RECEIVER EXTERIORGLAMI) =:F—s DOUBLE 0 —090 =wm* INTERLOCK M LOCKSTILE SINGLE INTERLOCK E F PP K L L TIC T.A. TV TW LOCKSTILE ASTRAGAL OUT (80"m 10 SINGLE SINGLE DOUBLE INTERLOCK B H P A C C SC SV SIN SD INTERLOCK Lu IN f"xom maw %ar-11 INTERLOCK FIXEDDOUBLE STILE RR R S S FC FD FV FW A INTERLOCK LOCKSTILE mox Wr w LOCI(STILE ASTRAGAL W/HANDLF * D M i u LOCKSTILE Mom DOUBLE SINGLE BOXOUT LR T U DS S -INTERLOCK INTERLOCK foOxeYn moxam ox I w ASTRAGAL J BOXIN N T U co _mqK" fflMAp_ mx" OUT.00' z m CT CS CF Ld RECEIVER IN. ASTRAGAL REDE,E,Jx= AT AS DF OUT,135* PRODUCT RENEWED ASTmGAL*D—_ VT VS VF a RECEIVER g team n with the Florida .Bd tempi IN.135* NoA-N.. 15-1210.01 ASTRAGAL WT WS WF Expiration Date 04/1412021 RECEIVER � Control LEFT RIGHT PANEL PANEL BELE STILE PANEL TYPE"F"SHOWN. PANEL NOTES: LYNN 1)SEE DP/ANCHOR TABLES I&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE, ,_jCEN 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 No.5670 NOT AVAILABLE, PANEL TYPES jj�j J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 69'. 15 ABC- N7 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH CERT.or AUTH.429296 't4 p TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 A LYNN MILLER,P.E. 1(941)-480-1r,nn I SIOD-6570111 NTS 1-41' 17 OF 2`1 111[ MD-5570.0 1601 P.ER 69705 201 061 -10.636144 .762 030 1.812 1-1 , .100 1.681 .062 .301 4928 600 f- H FRAME SCREW INTERLOCK CAP, 2 TRACK HEAD/JAMB d4 TRACK SILL 7O COVER{PVC) ANCHOR PLATE QTRACKINSERT 10 EXTENDED POCKET 6,178 100 1 0 262 231 .060 2.060 100- 062 1613 8,250 8.260 IA35- * r: IOD .............. 1.983 17_1 0 .060 17-1 t681 V_� '3 m11 . 82 @ P-HOOK ADAPTOR P-HOOK 93 BOTTOM RAIL @ FRAME SILL @ SILL TRACK 100 JLI_��� 3 TRACK HEAD/JAMB 3 TRACK SILL SUPPORT ADD-ON COVER 094 .126 f 1� 2.976- E 10.625 .54.0� :::J;J-.540 291 3.000 .061 .229 2'141 R, 5.876 1--2.607­4 f .076 1.446 100 2-11 F ED* 062 1-.062 1.813 1.68 f - .329 ROD AH 18 EXTENDED KEEPER' @ REINFORCEMENT @ REINFORCEMENT @ FIXED PANEL CLIP """RCEMENT KEEPER BARCOVER BAR PLATE 4 TRACK HEADIJAMB (2)2 TRACK SILL -2.511- r-2.838 1,670 1.625 1.595 1.695 00 2.608 --.080 3A83 -.126 2. 9 4.270 0 5 2.833 2. .075 4.635 ADD F 7­00 0 - 368 00- 0 2.768 ADO 2.768 2. 312 .070 2,210 INTERIOR JAMB COVER L FT-J,I -1�'l -«4I.-.1ae 12011 1.875 PRODUCT RENEWED AID 1­ .120 182 120 .182 2.291 .100 2.710 135 it with the Florida @ TOPBOTTOMBOTTOM (@ INTERLOCK.300 I@ INTERLOCKA00 @ASTRAGAL @EXTENDED POCKET @ INTERLOCK @PANEL STILE,TOP as camps AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER ADAPTER 32 ASTRAGAL ADD-ON AND BOTTOM RAIL ,OA_No. 15-1210.01 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expllotjon Date 0411412021 REINFORCEMENT 3.452 3.320- NOTES: 11�f4 3.345 EW Product Control 919 .060 3.713 090 SILL RISERS. I A26 L__­IF4 3.209 1472:f.125 .0 3.345 1)SEE SHEET 4 FOR 2.iV7 5 .046 Soo 3.247 2)SEE SHEET 20 .070 j qjg FOR SCREEN PARTS. .300 1"1701 IA121 2 9 060 @i3p'CORNER 36 PASSIVE 135'CORNER @135*CORNER @90'CORNER 90*CORNER @ 00*CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP ASTRAGAL CAP, ✓ASTRAGAL 40 ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR INTERIOR -1.912 .912 .210 14 .252-1 A VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05m 1.261 .0132 1.2,61 1.261 1,261 EXTRUSIONS J ROSOWSKI Z: 7/10- 711V 90 AW-11`10A (91-11161, 1.3flo .. @ ll SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD CERT,OF AUTH.h292813 Asm 1070 TECHNOLOGY DRIVE L. N.VENICE,FL 34275 LYNN MILLER,RE .(941)-480-1600 SGD-5570HI NTS 18 OF 21 MD-5570.0 BOX-SCREEN-DETAILS: STANDARD SCREEN DETAILS: (Don& s 12 121 133 123 132 Ht 00 110 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE tag EXAMPLE 102 Ht 32 121 108 ❑ &R& 1, 29 11.11TAI SECTION EXAMPLE OR&RO �Xe� 100 HORIZONTAL SECTION EXAMPLE P0 120 104 102 HORIZONTAL SECTION 117 1.081 1-1.081 EXAMPLE —1 1.202 1.778 1.776 ,936 .875 .875 1.020 050 .045 9 — FF ( 6CREEN IBSCREEN @SCREEN OXO 1.993M 1.993 1,874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER L L ft ,062 .082 082 PRODUCT RENEWED tnx with the Florida (98OX SCREEN (qBOX SCREEN @ as comp BOX ITdInq 0 a TOP RAIL BOTTOM RAIL SIDE RAIL 1435 8.00A-No. 75-1210.01 B Expiration Dato04114 /2021 0 .040 1420 1693 128 7.062 d ductContral ( 1sot ,373129 _PF;= (BSCREEN VINYL E SILL 7063 ASTRAGAL FRAME jj 65 I.E-3; ADAPTER 98PADD-ON sw 0 C:3 A062 .372 &24 (BBSOX SCREEN SBOX SCREEN 106 OXOSCREEN CR INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER 0 k%111 I fill, EXAMPLE EXAMPLE NOTES: W1 LYNN 1306 I)ALL DIMENSIONS IN INCHES. .055 ---11.487 —,11�1.487 T rO'5*0 1,510 0 VINYL SLIDING GLASS DOOR NOA(LM) 11110105115 N.,55.1705 —. 60 OELial J ROSOWSKI SCREEN DETAILS 5 ST,Tr F @BOXSCREEN (BE OX SCREEN (RBOX SCREEN HEAD ASTRAGAL SILLADD-ON AND JAMB ADD-ON CERT.OF AUTH.§29298 0 n%of ADAPTER , 1070 TECHNOLOGY DRIVE "'ISOAIAII;,'O`,r'�' 1(941)-480-1600 S AYA'AluEft'P.E. N.VENICE,FL 34275 A"/' R GD-5570111 NTS 11 MD-5570.0 P.6.11 Was ___j TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Deacrlption Material 1 19001 2-Track HeadfJamb Wgtd-PVC 72 19086 -100-—12260—Box-Screen Top Rall —6083T6AI — 2 19002 2-Track Sill Rigid PVC 43 19022A 8111 Riser-(3-1121) 6063-TBAlum 101 122117 Box 6cresn Bottom Rao 80837631 3 19026 3-Track HeadlJsmb Rigid PVC 44 19023A SIB Riser-(4.11181) 6063-TS Alum. 102 12268 Box Screen Side Rall 6063 T6 AI 4 19028 3-hack SII/ Rigid PVC 46 19024A Sill Riser-45/B" 60133-T8 Alum. 103 64428 Box Screen Interlock 6003 TO AI 6 19027 4:11reck Head/Jamb Rigid PVC 6D 718609W .187'X.329'Flnseal(Stile) 104 17347A Box Screen Snap-on n Bug Flap 876 Al— 8 19028 4-Track 5111 Wgld PVC 61 71695K 1.112"x V x 314"Fill Seal Dust Plug 106 I 04345 lBox Screen 0X0 Astragal Adapter 6063 T6 AI 7 10009 Frame Screw Cover Rigid PVC 62 1 71696 Dust Plug 108 17348 10ox Screen Astragal Adapter 606375 Al 8 10031 Anchor Plate 606M Alum. 80 419041 Interlock Gip Carer PVC 107 19039 Box Screen Frame 8111 Add-on 6063 18 AI 9 19007 Track lasert 6083•TBAlum. 61 78163X Tandem Roller Assam* S8 JOB 10038 Box ScreenHeedUamb Add-on B083TOAl 10 19084 Interlock Cep-Extended Pocket Wgld PVC 62 78163N Tondem Railer Assembly Nylon 109 72DXlX #1420 It T'MS 0 Top Rail 88 11 19036 Bottom Reil Support 6083.78 Alum 63 78X76FPTX #8 x 314"Ph.FH SMS(g)Rider&Reint SS 110 720X112X 01420 x 1-1/2'MS @ Bottom Pali as 12 190083 Outer Sill Cover W83•71BA[um. 64 419042 Frame Header Block Nylon 111 717036 Wal ,.270"x,160'-Fin Sell 13 19011 8II1 Track Cover Rigid PVC 65 48052 Roller Ad].Hole Plug PVC 112 61605K Welp,.167'x,600'(W.Bug flap 17 19D32 P-Hook Adapter S063•TBAIum. 68 44386 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Ion_ 18 19020 P-Hods 8083-TB Alum, 67 76XI14FP-FX #8 x JAI#'Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Roller SS 19 19047M Extended Keeper 6083.76Alurn. 68 716960 Sig Plug PVC 116 %edea Screen Locking HercMare Steal 20 19029M Keeper W83-11B Alum. 69 78185X Gemini Mortise Lack wllong Mfm pieta SteeVSS 118 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rigld PVC 70 71032X1FPFX 10.32 x 1"Ph.FH MS @ Lock SS 117 76X1PPA #8 x P'Ph.PH SMS Steel 22 19030 Relnfotcement Bar 800676 Alum. 71 varies Handle Kit Cost Lnc 118 1892/314 Screen Spline-,160"&.185" Vinyl 23 19031M Fixed Panel Glp 6083.76 Alum. 72 19054 Interlock Retainer GI Nylon 119 1818C2D Scream doth Fiberglass 24 1803EM Reinforcement Plate 6063•TO Alum. 76 Kommeding 490 TPS Spacer System TABLE E:STANDARD SCREEN 26 IOD17M Top Roll,Bottom Rall and Lockoille W06-76 Alum. 76 QuanBx Super Spacer nM vAlh Hot Malt Butyl Sae Sheet 28 ism Reinforcement Composite 77 Quanex Durassal 10 for # Part# Description Motorist l Materlele 120 12033 Screen Frame Reil 8063 T6 AI 27 19018M Interlock.300 Relnbrcement,Std. 600676 Alum. 78 Cardinal Xl Edge Spacer 28 190i3M Interlock.400 Reinforcement,HD 6006.76 Alum. 79 Dow Corning 996 or 0E-7700 Backbedding Silicone 121 120263 Screen Frame-Side Roll(latch) 0063 75 AI 29 19019M Astragal Reinforcement 60D6-T6Alum. 80 19090 7118"Square Bsad Rigid PVC 122 17383 Screen OXO Aslregel Adapter 808378 Al 30 19083 Extended Pocket interlock Adaptor 6063;Alum. 81 7/18"Beveled Bead Rgld PVC 123 4853K Soreen Vinyl Aslregel Adapter Rgld PVC 31 19008 Inlarlock Adaptor Rigid PVC 82 19044 1-1118"Beveled Bead R1 d PVC 124 100128 Frame SII/Screen clurlAdd- 8083 TO At 32 19008 Astragal Add on Rigid PVC 83 19046 1.1f18 Ogee Bead Rgld PVC 125 BFP95K Bug Flap.135+l-6 dura. Vinyl 33 19004 Panel Stile,7oplBollom Reil Rigid PVC 64 19016 1.3x16'Ogee Beed RiOld PVC 12e 78X1i2PSATS #8 x 1-1/2"Ph,PH SMS(Assembly) SS 34 10040 Interior Jamb Cover 6083.76 Alum, 65 71726K Salting Block 112"x 4"x 1116,85+1.6 dura, Neoprene 127 712027 Comer Key Wheel Assembly(Standard) Pylon 35 19076 135°Comer.Astragal 6083•TBAlum. 88 71726K SellingBlock l"x 4"x 1116",85+/-6duro. Neoprene 128 712027SS Comer Key Wheal Assembly(HD) BS 38 19077 135°Corner Astragal Passive Mount BDBVM Alum, 90 781PSTX 98 x 1"Ph.PH SMS @ Frame Assembly SS 129 vadea Screen Locking Hardware Steel 37 18079 136°Comer Astragal Cap-Ext, Rigid PVC 91 7OX114PHPT41OX #8 x 1.114"Ph.PH BMS Q Relnt Bar SS 130 710X34PPSDAX 010 x 314°Ph.PH$M3(a�Screen Aal. SS 38 19080 135°Comer Astragal Cop-Int. algid PVC 92 710X1PHPT1&BX #10 x 1"Ph,PH SMS(�Rall Support SS 131 78X12PPSMSX #B x 112"Ph.PH SMS @ Door Ast. SS 39 19078 90'Caner Astragal W53-T9 Alum. 93 71OXI16PPX #10 x 1.112'Ph.PH SMS Q Fxd.Pnl.Gip 38 132 189202 sateen Spline-.145' Vinyl 40 18081 90°Caner Astragal Cep•Ext. Rigld PVC 94 710X2.6PHPT16.8X #10 x 2.112'Ph.PH SMS @ Relnt PlatelAst. BB 133 1818020 8craen Cloth Flberglese 41 19082190'Comer Astragal Cep-Mt. RiOld PVC 95 71420X2.26FPFX 012 x 2-1/4"Ph.PH SMS Q Hdr.Block SS 96 710X1.76PPX #10 x 1.314"Ph.FH SMS @ Keeper SS PRODUCT RENEWED 87 710X34PPX 1#10 x 34'Ph.PH SMS @ Ext.Pkt.Int. SS as compryrn with the FloridaBuilding �vv`%� LYPIN I rrr�i NOA-No.codo 15-1210.01 Expiration o 04/14/2021 Q �'r f9 fir VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Is, r4o,50705 _ Miami-I)sifif Product Control p '" PARTS LIST im` J ROSOWSKI .D 6(j_ STATE F CERT.OF AUTH.#20298 'i�SCS/ .......... NOTES: 1)ITEMS 014-16.46-49.6359,73,74&87-89,08&99 ARE NOT USED AND DRIVE N.VENICE,1070TECNNOTECHNOLOGY OGY ARE NOT PART OF THIS APPROVAL. FL 34275 — a tYPMILLER, 005 F E (041)-480.1600 SGO-5570 NTS X21 OF 21 i E67