Loading...
HomeMy WebLinkAboutProduct Approval Flot,�ia Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 251.1 ISGO-670(Non-Impact) Aluminum Sliding Glass Door _ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0123_1j;,prif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for F1­251. R26 Ii. 14-0123.11.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26.C CAC 15-0106_7 IIF.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 71 15-0106.07 HP.pd 4 product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I size,and spacing information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use _ Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.11.odf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/16/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 Il 15-0609.11.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 14-0128.11 Door.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 Ii 14-0128.11 Door.pdr product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HF LM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0106.08 HP LM.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26­11­15-0106.09 HP SM.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I' 15-0609.12.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: f 251.8SGD_2500T(NonamPact} Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outs de HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistan.No 05/22/2018 Design Pressure:�N/A I stallatio nstracti Other:Please see i mrDade County Notice of Acceptance(NOA)for FL251 R26 I 15VT.0 9.1Q product performance information,anchorage details,and anchor type, �V.e.�n��'edlByMiamll9ad'e1BC�C-0aGE size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.91 i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/17/2015 17104- da Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0409.02.odf f(i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.06 Lf4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IS 15-0612.06 LM.odf I product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER j size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ! 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 51r2.26 C CAC 15=0.17_Q,%SM.cdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 226 I? 15-0612.07 SM.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER I size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251, R26 C CAC 15-0409.04.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL251.226 I1 15-0409.04.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.51. R26 C CAC 15.0409.07.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 1,26 11 15-0409.02.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ..-.._...__..._....._..._................... ------ mg F Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eGhrsY SL'.C.1tI"1 tV h1 k:x'S31 f::ti http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/17/2015 r Y 1 MIAMI-®ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries Inc. 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 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. DESCRIPTION:DESCRIPTION: Series"SGS D-2500"Aiminum Sliding Glass Doors w/wo Reinforcements—Non-Impact APPROVAL DOCUMENT: Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and ex pir tion date by the Miami-Dade County Product Control Section. ).MISSILE IMPACT RATING:N °Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table 1,requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max%4"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur-after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 15-0609.10 MIAMI•DADE COUNTY Expiratimr Date: May 22,2018 Approval Da te: August 13,2015 IV`'1`« Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. B. TESTS (submitted under files#12-0726.03/#11-1018.11/#08-0213.03) 1. 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)Forced Entry Test,per FBC_2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095, dated 12-13- 06,signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports,Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94(formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214 (5"'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h edition) and letter of no financial interest,prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03, expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,#07-0309.09 and 404-1220.05 3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO. haq I.Chanda,P.E. Product Control Examiner NOA No.15-0609.10 Expiration Date: May 22,2018 Approval Date: August 13,2015 E-1 GENERAL NOTES: NON-IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: B.3116"TEMPERED GLASS.TEST REPORTS FTL-3116,FTL3l17,FTL-4277 AND FTL-5095. C.114"TEMPERED GLASS. TEST REPORT FTL-3102. D.5/8"INSULATED GLASS(I.G.);(2)LITES OF 3/16"TEMPERED GLASS WITH A 1/4"AIR SPACE. TEST REPORTS FTL-4273,FTL-0275,FTL-4280,FTL-4285 AND FTL-4341. 2.CONFIGURATIONS:SEE SHEET 3. ' 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SHEET SEE SHEETS 13 AND 14. GENERAL NOTES............. 1 5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GLAZING DETAILS............ 1 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. DESIGN PRESSURES.......2 7.REFERENCES:TEST REPORTS FTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL-4341 AND 5095. CONFIGURATIONS........... 3 >ELCO ULTRACON AND CRETEFLEX NOA'S ELEVATIONS..................... 4 >ANSI/AF&PA NDS FOR WOOD CONSTRUCTION © VERT.SECTIONS............. 5 >ALUMINUM DESIGN MANUAL HORIZ.SECTIONS............ 6.8 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH "X"&"O"CLIP INSTALL.... 9 VELOCITY HURRICANE ZONE(HVHZ). PARTS LIST........... .... 10 9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131): EXTRUSIONS.................... 11-13 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. ANCHORAGE.....................14-16 b.HARDNESS:70 SHORE A c.SPECIFIC GRAVITY:1.43 d.TENSILE STRENGTH:1450 PSI e.ULTIMATE ELONGATION:380% f. MODULUS @ 100%ELONGATION:590 PSI /RDDUCr)tEVI9FD g.TEAR STRENGTH: 210 LB/IN owwowill The"odh - AMlm.aNu --obo9.117 TRUSEAL DURASEAL SPACER(TYP.) 36 40 37 131 3116"TEMPERED GLASS 3116"TEMPERED GLASS 1/4" TEMPERED GLASS AIRSPACE 3/16"TEMPERED GLASS 39 � 130 NOM.5/8"I.G. 3/8"GLASS 3/8"GLASS 318"GLASS BITE 115 BITE LYN BITE ��IIIIr1II 15 15 .•....N•..'iee`�. ,`F�,.•'•��CENSF ••.Fop �� 316" MONOLITHIC GLASS 1 4" M'0. l:O,LITHI,G GS 5/8" I.G. GLASS ' No.58705 UATE GLASS TYPE B GLASS F'E C GLASS TYPE D �F.K. 1(1'10/07 L NO CHANGE THIS SHEET f0707ECHNOLOOYDRNE NOTES,GLAZING DETAILS&MAPFLORIDP;.•'G\'�� J.J. 11-tt, 8H1 M FBC201000DECWWOE,GLAZINGVINYL&SPACERDESCRIPTION NOKOMIS,FL30276 �" SS`s/ONnL er RM w 5th EDITION FBC(2014)CODE UPDATE,REMOVE E1300 EDITION, �—�� ALUM.SLIDING GLASS DOOR,NON-IMPACT ��1 11 r I I P.O.BOX 1520 L.M. N ANCHOR NOA NUMBERS AND ADMlNO5 EDITION YEARS NOKOMIS,R 94274 Marbly Better �1pH0Ot 15N en..e d � °N' �" A.LYNN MI L�R,P.E. ar.w„er a.�oe tre: sDOz66D NTS 1 16 757 N P.E.O 56705 F.K. JJ. 00=6 COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. A, >EXTENDED SILL,2 1/2"HIGH INTERIOR >EXTENDED SILL,2 1/2"HIGH INTERIOR >SINGLEISINGLE INTERLOCK >SINGLEIDOUBLE INTERLOCK(OUTSIDE) 46 >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) 45 GLASS TYPES: GLASS TYPES: B.STL 311117&F.TLz427r7,:3f,16�OR iti"TE_J.PEREO C.FTL-3102;1/4"TEMPERED t D.FTL-4280& iL 285;518 -MP E I.G.(3116"T,1/4-SPACE,3/i6"T) D.FTL-4273&FTL.4275;5/8"TEMPERED I.G.(3/187,1/4'SPACE,3/16"1) NOM. m OVER-ALL DOOR HEIGHT EXTERIOR NOM. w OVER-ALL DOOR HEIGHT EXTERIOR PANEL -' PANEL WIDTH ((99 80"(88) / 84"(70) 90"(7) 96"(80) SINGLE�SINGLE WIDTH o 8U'(68) 84"(70) 90"(78) 98"(80) SINGLF/DOUBLE INTERLOCK INTERLOCK �B +65.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 •60.0 jig C +65.01-127.1 +65.0 -120.0 +65.0 -110.8 +65.01-102.9 REINFORCED 24"(20) REINFORCEMENT 24"(20) D +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 +65.0 •68.6 D +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.01-111.4 +65:0 -82L7 P+58.4 -58.4 +53.8 -53.8 +49.8 -49.8 8 C +65.0 -106.3 +65.0 -100.2 +65.0 -92.2 +65.0 -85.3 30" 2 D �t85. g-89:� +65.0 -66.8 +81,4 -61.4 +58.9 56.9 ( D +65.0 -115.2 +85.0 -708.5 +85.0 -98.8 +85.0 -92.4 B +65.0 -72.3 +50.9 -50.9 +46.7 46.7 +43.1 •43.1 C +65.0 -92.9 +65.0 -87.3 +65.0 -80.0 +65.0 -73.8 (o) 38., 30 36" 3 D +65.0 -78.3 +58.2 -58.2 +53.3 53.3 +49.2 -49.2 ( ) D +65.0 -100.6 +65.0 -94.5 +65.0 -86.7 +65.0 -80.0 g +65.0 -65.1 +45.7 -45.7 +41.7 •41.7 +38.4 -38.4 C +65.0 -78.4 +65.0 -78.4 +65.0 -71.6 +65.0 -65.8 42"(38) 42"(38) +65.0 84.9 +65.0 64.8 +65.0 -77.5 +65.0 -71.3 D +65.0 -70.5 +52.2 -52.2 +47.7 -47.7 +43.9 -43.9 D B +60.0 -60.0 +42.0 •42.0 +38.2 -38.2 +35.0 -35.0 C +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 50.0 (0) 48" 40 48" 4 D +85.0 -85.0 +q8.0 48.0 +43.8 43.6 +40.0 40.0 ( ) D +65.0 -65.0 +65, -85.0 +65.0 •05.0 +65.0 65.0 p ODUCt�iISTO .�iu the FlmMs N,iS -o6oP!o Aocjvlp�tr4pwnp.Dae COMPARATIVE ANALYSIS: TABLE2. �s >EXTENDED SILL,2112"HIGH INTERIOR 46 >SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) 46 GLASS TYPES: SEE NOTES 1&2 B.FTL-3118;3116"OR 1/4"TEMPERED POS. D.FTL-4341;5/8"TEMPERED I.G.(3/167,1/4"SPACE,3/16"7) SILL DESIGN NOM. OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS. PANEL (IN.) (PSF) g 80"(68) 84"(7°) 90"(76) 98"(80) SINGL SINGLE 2 1/2" +65.0 WIDTH (9 INTERLOCK 24"(20) B,D +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -65.7 REINFORCED 1 3/I +35T INTERIOR NOT 30"(28) B,D +65.0 -88.6 +65.0 -83.5 +65.0 -76.8 4++61.6 -61.5 NOTES: SILL RATED 36"(30) B,D +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 42"(38) B,D +65.0 -85.3 +85.0 -65.3 +59.6 59.6 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2"HIGH `� ON 1/(�SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4"SILL. 6�.•4..ENSF'ze 48"(40) B,D +50.0 -50.0 +50,0 -50.0 +50.0 50.0 NEGATIVE PRESSURES ARE UNCHANGED k' N0.58705 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH = 7F CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE - p _ SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. '•• j p2` I S W SATE0 F.K. fon5ro7 L DSfLLHiVS+DP7ABCE SIGN PRESSURES,NO REINFORCEMENT /'�� F�oa1D?.•'�;: FJ.J. 1N11H1 M 0 CHANGE THISSHEET f07NOOMIS,FL 34276 P -r' n` �'�i kS/ONAI- S lwwoF-a� P,O.SQX 1628 ALUM.SLIDING GLASS DOOR,NON-IMPACT t t L.M. N18�f5 N NO CHANGE THIS SHEET ese+nti ec.i. mwc O1'�n�' p^' _ _ NOKOMIS,FL 54271 V.rrbly Berrer A.LYNN MILLER,P.E. p F.K. 09/09hW J.J. MNTNO SGD2- NTS 2 16 767 N P.E.#58705 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL FIXED R.H. LOCKSTILE LOCKSTILE INTERLOCK WIDTH PANEL TYPES IS 44 1/8". A INTERLOCK R 2.MAX.DLO HEIGHT=913/4" R.H. R.H. FIXEDSTANDARD B INTERLOCK INTERLOCK S LOCKSTILE ASTRAGAL 3,DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY COMINATION THEREOF(LMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. REVERSE REVERSEFIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NOA. EXAMPLE MAXIMUM CONFIGURATIONS: LOCKSTILE INTERLOCKREVERSE LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET) R.H. U ASTRAGAL B.FIVE PANELS ON FIVE TRACKS(BY-PASS) FIXED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL L.H. R.H. DOOR PANELS MAY BE USED FOR SCREENS. E INTERLOCK INTERLOCK V LOCKSTILE LOCKSTILE L.H. L.H. DOUBLE STANDARD F INTERLOCK INTERLOCK W INTERLOCK ASTRAGAL G LOCKSTILE DOUBLE FIXED DOUBLE INTERLOCK Y LOCKSTILE INTERLOCK R.H. L•HLOCKSTILE LOCKSTILE MODUCrREVI M H INTERLOCK INTERLOCK Z �pgtll�{.i1r Ire F7orW bdftC0d* to le) DOUBLE DOUBLE DOUBLE FIXED p1° S INTERLOCK INTERLOCK YR INTERLOCK LOCKSTILE �u— tCw1d J STGD DOUBLE ARAALGR INTERLOCK LOCKSTILE K INTERLOCK LR LR ASTRAGAL INTERLOCK STD STGAL DOUBLE L INTERLOCK STANDARD WR STANDARD RAINTERLOCK L.H DOUBLE R.H. M LOCKSTILE INTERLOCK DS INTERLOCK INTERLOCK STANDARD L.H. L.H. DOUBLE �� N.. 4 LYNN N ASTRAGAL INTERLOCK SD INTERLOCK � INTERLOCK ` �.,.• •.,<cp R.H. FIXED — No.58705 P INTERLOCK LOCKSTILE - — R.WW. MW R9,Hbu F.K. 1LVP V7 L NO CHANGE THIS SHEET 1070 TECNNOLOGYORNE PANEL TYPES �i0, F/ORIOr••'•G�=�� J.J. 1N13l11 RM O CHANGE THIS SHEET NOKOMI5,!131276 �` i�lS` •" �`\ mer �. RM16- �;— ALUM.SLIDING GLASS DOOR,NON-IMPACT ;S/OVAL�C` L.M. 528/15 N NO CHANGE THIS SHEET P.O.BOX l54 arwu�er sd. p,�, �o,e R.r n or' — a �: NOKOMIS,FL 34274 V&i61 Be!!er A.LYNN'IN58705,'P.E. F.K. 09108*4 J.J. 0410ZW y sGGzSrw NTS 3 d 16 757 N P.E.ase7o5 44118"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS80" 75 3f4 ^' w MAX. Y f f MAX 88" O 0 HT. U /� 1� DAYLIGHT Mme• a a a OPENING HT. 48"NOM.MAX PANEL WIDTH —r" } 48"NOM.MAX.PANEL WIDTH pXXXO or OXXXp NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. -- _ 2.DLO WIDTH=NOMINAL WIDTH-3 718" 3,DLO HEIGHT=DOOR HEIGHT-4 114" DLO DLO / W 1DTH ►RGDUC t RFVISF.D P�C�et4�vrlli lYR F7orW - -— Aeaapti�ceNo Ir d6o5.lb 48"NOM.MAX.PANEL WIDTH 48"NOM.MAX,PANEL WIDTH 0X0 OXXO or XXXX W W � JC U a f f Oa 913/4" 96" DAYLIGHT NT. OPENING T 96" 96" 39" MAX. MAX. TYyyP. HT. HL L 1 `����plyy LYNN 41, I I I ti:\ '�,p,41GENSE C`O'Q/moi 48"NOM.MAX.PANEL WIDTH 'T � 48"NOM.MAX.PANEL WIDTH —{ -----�.-I Xp or QX OX or XO pXXXO or OXXXp � ' TY' No.56705 F.K. j091OL4 V? L N0CHANGETHfSSlfEE7' +� f07dTECHNOLOGYDRIVE� EXAMPLE ELEVATIONS �` J.J. 3flf M O CHANGE THIS SHEET NOKOMIS.FL 34276 �' -- SLIDING GLASS DOOR,NON-IMPACTs`SIfJ i ��G F.K. J.J. GETHIS SHEET P.O.SOX 464 Visibly Better SGD2bdd 'EALUM.amore pn: NOKOMIS,1134271 6i""�"'� sat �""� °iwn�' �^ A.Llltfl�MI�.L��p,E. NTS 4 - 16 767 N P.E.#Sii 212 LI L I 212 L r LI 216 (5 - TRACK HEAD & SILL SHO 1 214 216 (5 - TRACK HEAD & SILL SHO 1 74 215 217 215 217 EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAME 71 � 1 I � I 71 71 I� � I nl � 0 i.l c 76 c — 76 76 EXT. INT. EXT. INT. EXT. INT. PRODUCE REVISED 941/4' r ewpryby wily dt P1odi1 MAX. DLO. Atapiwts�IVo 1 L-0�o5./D HEIGHT ALL ac- 8 ALL CONFIG. CONFIG. NOTE:ITEM 74, 04*nD&Kt Cm&d INTERIOR SILL IS NOTAPPROVED WHERE WATER 77 INFILTRATION IS EXT IOR 70 EXTERIOR REQUIRED. 77 70 0 8 0 e 2112" 0 8 77 1314. 74 Oo NOTE: •'•�,Xr ENS4 FAQ SILL=X.O35.3PSF" VERTICAL SECT. 72 VERTICAL SECT. 72 VERTICAL SECT. Q ' Nn.58"i 05 STANDARD SILL EXTENDED SILL INTERIOR SILL FawEB/: p4 RMIMr. n ATI F.K. 10!29/07 L NO CHANGE THIS SHEET S'ATC 1' 1070 MCHNOLOGYORIVE VERTICAL SECTIONS =,c?,n•.• •c 0r• a. COR10P••' J.J. faialr M OCHANGETHISSHEE7 NoxoMs,FL31T75 ALUM.SLIDING GLASS DOOR,NON-IMPACT �cS/ L.M. 5/7a15 R�OrRe NO CHANGE7HISSHEET P.0.00X15T0 �; pMy,y� �, W URAL 'P. wm a�a ow NOXOMlS FL 3I274 I/trlbly Ber[a• a A.LYNN MNLEFl,P.E F.K. 09/0$/04 J.J. O1/0TA76 SOD2500 1�2 5 16 757 N P.E.p 58705 SECT.A-A SECT,D-D SECT.E-E Q [7tt ; INTERIOR 00 EXTERIOR (ALL SECTIONS) SECT.B-B 2� SECT.C-C 2 SINGLE/SINGLE INTERLOCK EXAMPLE W./ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 69 24 OR 121 x I OR& X X F6O R 8 Z — x rRoaucrREVISM SECT. A—A 49==%irk Fbft hadu MOVABLE INTERLOCK ros OR 6 SECT, Q— Ile *-I�-IIZW'F Ile: AT P—HOOK SECT. B—B LOCKSTILE AT ASTRAGAL cww MOVABLE SINGLE/SINGLE INTERLOCK AND 77 6 OR OR 8 SIF-0 8 _X OR Q 0 8 0 0 0 0 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 78 73 urrn LYNN A SECT. D—D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No.60705 LOCKSTILE AT JAMB IN* fa%W L NO CfMG5 THIS SHEET: STA FE HORIZONTAL SECTIONS, TABLE I- DPS—m 6o mou 7 His suEE-r ZORIVN.-'-o� ': J.J. livi-vii NOKOMIS�FL 34275 . ...... —L-m-IZ8116 i'N 11110 CKWGIF WIS SHEET P.O.BOX 1629 ALUM.SLIDING GLASS D NOKOWS,Ft 34214 Visibly Better &., DOOR NON-IMPACT '';'1/jQN& LYNNVALA."P'E. F.K.j—0"&04 —jj. 6N ' 16 757 SECT.A-A SECT.H-H SECT.E-E t INTERIOR 0 (ALL SECTIONS) EXTERIOR SECT.F-F J SECT.G-G SINGLET SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) ss 46 24 OR 46 X OR S 0 C X X ORD 760R X — x 6 mouucrpxvtsEo ..wpqft-"*4 SECT. A—A rob OR bW4W9C:taIs—pfld '/,o — MOVABLE INTERLOCK SECT. G—G ==gmto LOCKSTILE AT ASTRAGAL SLI- AT P—HOOK SECT. E—F -\— MOVABLE SINGLET SINGLE INTERLOCK NDa 77 6 ORroB X OR 0 1 OR 101 0 0 0 07 KE -0-1 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 78 73 46 SECT. H—H FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No,58705 LOCKSTILE AT JAM ff5 FK IaM7 Rw�L MOCK4NGETHISSHEEr SIATI20 f0TOTECHNOLOGYDRIMI HORIZONTAL SECTIONS, TABLE 2-DPS 100\ j.j. No G THISSHEET NOKOWIS.FL34276 h—dar :m ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. NO CHANGE THISSHECT P.O.Vqx Imfill �vr. NOKOWS,FL 34274 Visibly Better A.LYNN MILLER,P.E. F.K. 04102106 SGO2500 PE,058705 SECT.A-ASECT.J-J SECT.E-E INTERIOR 0 0 (ALL SECTIONS) 7 EXTERIOR SECT.1-1 J SECT.G-G SINGLET DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 69 46 6 OR 106 24 OR 121 X 45 x 46 OR IS OR X- IL ' 0 6 OR X OR 0 x SECT, A-A MOVABLE INTERLOCK OR 134 SECT. G- 0 AT P-HOOK SECT. 1-1 LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND(:771806 OR 6I 46 X OR 0 OR 701 0 0 0 0 0 45 USED ONLY WITH IFx FIXED IPANEL, 78 73 134 OR SECT. J-J SECT. E-E No.58705 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAM R 7 L -�() �*N F.K NO CUMSE MIS SHEET W;ww-'__" ----1100 7ECHNOLOOYDRIVE I-AL SECTIONS, TABLE 3-DPS Oji. NO CHANGE THIS SHEET NOKOMIS,FL 34276 L.M. NO CHANGIFTHIS SHEET ALUM,SLIDING GLASS DOOR,NON-IMPACT pl,11 IM 1 11110, vr- -W-IM.174 Mbly Better A.LYNN MILLEP,P.E. F.K. SGO26W 112 8 a 16 T5T N PE.#$8705 (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (2)FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB Z INSTALL W1#10x1"SMS(4) 76 RE-INSTALL#10x 314" PANEL SCREWS(2) 78 63 1/4" 77 INSTALL W1 #10x1" L2� INSTALL W1#10x1"SMS(4) SMS(2) f RE-INSTALL 114-20 0 PANEL SCREW(1) -1 "X 11�zz 1 (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL PROWfREVM x „ wt fo�lle 'X FIXED PANELS (1)TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCI, POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK 66 67 68 tV LYNN 4 .,,a ......... flee No.58705 s OPERABLE PANELS 157 AK. ;�C3 1, 7 L .5 TT, S Y%T 1070TECHMOLOGYDRIM TRACK CLIP&FIXED CLIPS INSTALLATION Wil M NO CHANGE THIS SHEET �w R.W.- AtOKOM19,FL 34275 ........ I.M. W8116 N NO SHEET P.O.BOX Im ALUM.SLIDING GLASS DOOR,NON-IMPACT c 1 11 NAC�ti,," NOKOM19,FL 34274 Visibly Bater A.L MHWW�.E. SG02WO 112 9 757 N SMI F.WK.709LIM4 i—ii w 0410M 16 ITEM PART#DESCRIPTION PGT# rM4 PART#DESCRIPTION PGT# k 1 708 LOCKSTILE MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 2 LATCH ASSEMBLY OCK 7LOCK 63 124 APPLIED COLONIALMUNTIN 66631 3 LATCH ASSEMBLY UMM 7DUMY 64 1240 1116 X 1 FLATBAR 68926T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754131W 6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756B/W 7 1119 1#10 X.750PH.IN.SMS-S.S. 7S134X 68 1 1#6X3/8PPSMS(18-8SS) 76X38PPAX 8 1/4-20 X I.125 PH.PN.MS 71420X118PPMSX 69 740 HOOKSTRIP(P-HOOK) 63713 9 1209 W STP,.187 X 320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371 11 706 TOP RAIL,MONOLITHIC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 703B 2-TRACK EXTERIOR SILL 6703B 13 725B TOP PANEL GUIDE 41801 73 704 2-TRACK JAMB 68180 15 707C BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275 17 726 IBOTTOMPAIM GUIDE 41802 76 717 FIXED PANEL CLIP TOP 71A 13A 18 661 SLNGLEROLLERASSY 7SRAZ 77 1717B FDLEDPANEL CLIP,BOTTOM 7717FPCA 19 662 ISINGLE ROLLER ASSY-S.S. 7SRAX 78 1646 IFDcED PANEL BRACKET 41814 20 683 ITANDEM ROLLER ASSY. 7683Z 90 1136 #6 X 1/2 PP SMS 76X12A 21 683 ITANDEMROLLERASSY.-S.S. 7683SS 101 736 LOCKSTILF,I.Ci GLASS 60392 23 609 JASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK(STD.)I.G.GLASS 60393 24 720 JASTRAGAL ,MONOLITHIC 69492 111 618 TOP RAIL,I.G.GLASS 69088 26 653 ILATCHKEEPER 7SDKEEP 115 619 BOTTOM RAIL,I.G.GLASS 69089 27 653 ILATCH KEEPER-S.S. 7SDKEEPX 121 737 ASTRAGAL I.G.GLASS 60394 28 #8 X.312 PH.TR.SMS 78X56A 130 5/8"I.G.GLASS;3116"TEMPERED 29 729 ISAM13 BUMPER 72087K 1/4"SPACE 3/16"TEMPERED ru000crxEvtesn 30 #6X.375PH.PN. SMS 76X38PPA 131 11006 JGLAZINGVINYL-INSULATED GLAST 658GLK n.+6s.�c.� �,. • o 31 663/664 1BUMPER SHIM .030 OR.060 41831/16 6T730304 134 745 DOUBLE INTERL t}CK(STD.),I.G GLAS 60551 36 1007 GLAZINGVINYL-33114�?sa 33 734 DOUBLEINTERL (STD.),MONO. 6 201 629 1-TRACKHEAD,POCKET DOOR 68176 �rye cni 202 628 1-TRACK JAMB POCKET DOOR 6628 39 3116"TEMPER 37 GLAZINGERE - L 614GLK 203 666 OPT.SCREEN RAb,POCKET DOOR 61394 40 114"TEMPERED GLGLASS ASS 204 627 1-TRACK SILL,EXT,POCKET DOOR 68178M 42 645 ADD-ON STILE OXO ONLY) 69112 208 631 3-TRACK HEAD 68182 45 755 1/2 X 15/8 REM.-ALUM 6755M 209 632 3-TRACK JAMB 68183 46 1214 1/2 X 11/4 REJNF.-ALUM. 61214M 210 633 3-TRACK SILL,EXT.W/SCREEN RAIL 68184M 49 749 IREIIWORCEMINT SPRING CLIP 7BRKTM25 211 613 ADD-ON TRACK HEAD 68187 51 1040 MORTICE LOCK FAD LATCH 71040 212 614 ADD-ON TRACK FOR FRAME HEAD 68185 52 1040-2 MORTICE LOCK(DEAD LATCH)S.S. 7104OX 213 617 2-TRACK FRAME JAMB,ADD-ON 68188 53 CYLINDERIHOUSLNG A SSY. ORTI 70288K 214 615 3-TRACK Sal,ADD-ON 68189M 54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 ADD-ON TRACK W/SCREEN FOR SILL 68190M 55 657 BACKINGPLATE ORTICE 4183ON 216 634 ADD-ON HEAD 68186 ,Jill i 1111 56 1045 MORTICEHANDLE SEI' 71045 217 635 ADD-ON SILL 6819IMGNY LYWV I/ , 57 COVERPLATE 7VT43 218 638 LOW-RISE2-TRACK SII L,EXTERIOR 68952M QS,.' UCENS�•..1�� 58 659 IMORTICELATCHKEEPER 75DSP5XI 220 636 1-TRACK SILI,INT'ERIOR 68274M No.r 8705 60 1239 3116"APPLIEDMUNTIN 68421 222 671 LOW-RISE 1-TRACK SILL EXTERIOR 60803M ' . 61 665 COLONIAL ENDPIECE 41628 225 732 HIGH RISE TRACK ADAPTER 68313M - 's .woes M. n.�rau o..+ta.c •' G O '�.•/�: FK !lY18UT G OCHM'QE7HlSSHEET 1DTO7ECHNOLOOYDR7YE PARTSLISTS 5 ,.••' J.J. 1N13/1f M OCHANOE THISSHEET NOKOAM,FL 51176 ,ar ALUM.SLtDiNG GLASS DOOR,NC?N-IMPACT "I;'oNAL 0,,"'� Lm. MIS N NOCHANGE THIS HEE7 P.O.SOX 1616 _ _ 111 t � FK 09J08t04 a.u.a NOKOMIfi,F150276 Visibly Better SGD25W NTS 0 d f6 oµow 757 N A.LYP.E.6y667 R,P.E. Lam. r, I �� F� 2.310 � 2.437 r �+- 2.310 f 2 310 1.032 1.45062.890 Imo- .890I� E:c 093 I G. LOCKSTILE I DB2 1.816 1.816 101 MAT'L: 6063-T6 I.G. INTERLOCK 1.375 1.375 .062 91 #736 10 #735 -�1 1.036 H -►15001 - I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK Imo-- 2.437 I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T5 MAT'L: 6063-T5 134 #745 #734 1.032 ��- 2.310 111 #618 11 #706 33 062 STD. LOCKING STILE 1.452 O MAT'L: 6063-T6 .093 #708 STD. INTERLOCK MATT: 6063-T6 -� 1.036Imo- �1499f� 2.562 -� �- 2.562 #705 .062 .062 1.096 1.575 1.096 1.575 2.438 2.438 J 2.845 1 2,845 FlIODUCf REVISEp o eoapW"Wft W plat I.G. OTTOM RAIL BOTTOM RAIL 125 125 MAT'L: 6063-T6 MAT'L: 6063-T5 I.G. ASTRAGAL H.D. ASTRAGAL � � 115 #619 15 #707 MAT'L: 6063-T6 MAT'L: 6063-T6 .t 4r 121 #737 23 #720 .500 -1501- 1;14� O O TTI II O O 1.611 1.250 �- 1.750 F� 1.750 LA- �{1.000 I+ -H 1.000 I-- 45 REINFORCEMENT 46 REINFORCEMENT I + MAT' 5563-T6 MAT'L: 1606 73-T6 2.000 O 1.750 1 IIj/ 125 l .125 `���\��NV LYN'N 49/�e�', OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" l_ L :•' ��OENSF ;FP 77 FIXED PANEL CLIP, BOTTOM FIXED PANEL CLIP, TOP : No.58705 _ I MAT'L: 6063-T6 76 MAT'L: 6063-T6 - #717B O #717 = o t RMJRr. Is MRebbY: �is F.V 10/70/07 1 NOCHIWGETHIS SHEET 1070TECHNOLOGYDRNE EXTRUSIONS,PANELS ''o�c`S,'•.FCOHIUti.•��•\\G\'�'�• J.J. f0/13H1 MRaw.r. O CHANGE THIS SHEET NOKOMIS,FL 31776 n s� r� �^""� P.O.SOX 164, �- ALUM.SLIDING GLASS DOOR,NON-IMPACT 711 Q L. L.M. WSN6 N NO CHANGE THIS SHEET NOKOMIS,FL 31274 Vlribl Be[[er �111iOiC g"` an..r °R' ROY A.LY29 NN MI�I��2,P.E. a..Rer. o.�s aars a WW-- aex y SG02600 NT$ 11 s 18 757 N P.E.#58705 F.K. 09/0&104 J.J. 04/0ZV6 3,624 .660 .000 —4— .062 2.600 1.687 REF. ANCHOR HOLES G2 — TRACK HEAD 70 HI—RISE TRACK ADAPTER MAUL: 6063—T6 MAT'L: 6063—T5, #702 #722A 1— 3.600 0132 .687 !F F 2.370 .060 1.594 REF. �,Tv ANCHOR HOLES .(10 03 2 — TRACK JAMB HOOKSTRIP MAT'L: 6063—T6 89 MAT'L: 6063—T5 #704 #740 1.687 REE. ANCHOR062 HOLES —f Z0.D==.T.".eA. bweas CO& 1.750 .500 .750 .062 OPTIONAL SCREEN 4.676 RAIL, POCKET MAT'L: 6063—T5 72 2 — TRACK EXTERIOR SILL #666 MATT: 6063—T6 #703B .550 — 1.687 HER -T ANCHOR HOLES 1.750 .062 HI—RISE TRACK ADAPTER 3.798 — 0"'( LYNIV MAT'L: 6063—T5 #732 v,%- N 4�*"I 74 2 — TRACK INTERIOR SILL MAT'L: 6063—T6 No.68705 #637 Am,dUr. Dab. w 'At FX IWW7 L R &2M.f-MACKFPAME Q?A, 40 W---dwi atw 1070 7ECHNOLOGYDRIW EXTRUSIONS,FRAME Isw ORION M '39•1........ 10/13/11 M NO CHANGE THIS SIfEEr NOKOMIS,FL 34275 '/"' L.M. W&M N NoLUM.SLIDING GLASS DOOR,NON-IMPAC ,�ONAL CHANGE MIS SHEET P.O,p 11, aft �fv 0,:, ,T Visibb A.LYNN MILLER P.E. F.K. OWO&V4 NTS 12 1� 1� - 16 757 P.E.968705 ADDED FRAME COMPONENTS 5.218 4.016 3.002 moo n ri .960 .750 1.000 .750 p 1.000 1.000�� .062 --f - - -1 ­ f- .062 T .062 T F ADD-ON TRACK, .062 208 211 ADD-ON TRACK HEAD R FME HEAADD- N HED 3 - TRACK HEAD MATT: 6063-T6 MAFOT'L:RA6063-T6D MAT'L:O6063-AT6 MAT'L: 6063-T6 #613 216 #631 #614 #634 .062 0 2 06 U4.UO687 .440 .687 062 3.187 'uo" 5.094 T 625 L 213 2 - TRACK FRAME, &2,3 9 4�- E 3 - TRACK JAMB JAMB ADD-ON 1 -TRACK SILL, LOW -RISE ) MAT'L: 6063-T6 EXTERIOR W/ ADD-ON MAT'L: 6063-T6 #617 #632 MAT'L:#67606,3-T6 1 _T .440 062 a2 0 .062 1.250 .062 1 .562 562 .562 I ,6227 6.184 i 5.682 I 3.988 _T 210 3W/-TRACSCREEN RAIL 214 MATK SILL, EXTERIOR 3 - TRA'L:CK 6063-T6 ADD-ON SILL EXT2 EXTERIOR ACK SIW/ ADD-ONLL, LOW -RISE MAT'L: 6063-T6 #615 MAT'L: 6063-T6 #633 #638 .062 062 062 .062 'u' .562 562 . .562 .562 1 It lift- T _F � Te2 4204� L 1_ 2.446 1_ 1,844 3.798 EN 215 ADD-ON TRACK 2 -TRACK SILL I TRACK SILL, AM W/ INTERIOR W/ ADD'ON SCREEN FOR FRAME SILL (2B17 1 -TRACK ADD-ON SILL 220 INTERIOR W/ ADD-ON MAT'L: 6063-T6 S (�O) MAT'L: 6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T6 No.66705 #616 #635 #637 #636 Rmufffr CHANGE 77WIS Z' P�wer. FX 102"? L Na T XN I TECHUMOGY1317W 1WI3111 NO CHANGE 7HIS SHEET NOKOMIS,FL 04275 N J.J. FRAME(CONTINUED) F"war, P.O.Box f529 "','S'/ONA L.M. CHANGE THIS SHEET ALUM.SLIDING GLASS DOOR,NON-IMPACT L NOKOMIS�FL 34274 visibly Better N.TS 13 .LY'N'UL�W,P.E. 16 757 AlN RE.#58706 F,K 0-9/0&W HEAD&SILL ANCHOR CLUSTERS-JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4- NOTES: DP TABLE REF.> ft2iLT-AM190-111111111milik SHEET 2,TABLE 2. SHEET 3,TABLE 3. 1.ANCHOR TYPES: A GLASS TYPE>WEMMIMMLE',PMRAQ�� -8�—COR D CORD 1)1/4"ELCO ULTRACON 2)1/4-ELCO S54 CRETE-FLEX 3)912 STEEL SCREW(G5) INTERLOCK&> SSR SUR 2.GLASS TYPES: B-3/16'TEMPERED C-i/4'TEMPERED D-5/8"TEMPERED LG. REINFORCEMENT HEAD& HEAD& -ANCHOR TYPE I SILL JAMB P-HOOK SILL JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY* &SUBSTRATE CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. SSR-SINGLE/SINGLE WITH FULL REINFORCEMENT. NOM. 0 0 z L) 0 i 2 0 0 0 1 c) 0 0 0:0 0 io g011 ZU ,00 SDR SINGLE/DOUBLE WITH FULL REINFORCEMENT. PANEL UNIT 0 z z 2p( 010 �16 0 0 0 0 z WIDTH x HT. cq I�: (4 1-i q 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: .ci ci I,: ej N - NJ- 04 c'l -!C11 tV 24.000 x 80.000 C6 C6 C6 8 1 8 18 6 1 51 4 C6=061 C61 81 81 8 4 5 4 CB C8 C6 8 8 1 8 5 1 5 5 84.000 C6 C6 C4 8 8 6 4 41 c Z6 8 8 4 5. 1C8 C6 8 JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.O.C. 5 .............. ... .......... 90.0owo d6 64 .................... ...... -5, 4 8 4--, 1-1-5 HEAD AND SILL SPACING-6MAX.FROM CORNERS AND 22 5/16"MAX.O.C. I d6 6. Efft C6 C6 C61 8 8 8 4 5 4 51 Q161880rMa 6 j�6,,CJ!l t8l tq t 8 6 5 4 L PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL 911511 q�!C6 C6 8 8 5. INSTALL 8 4'00j 4 1 4 C6 66­66 4 C6�8' 6'-' 410W ---i �q!�� CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 90.000 6656N-6—T-8 414-1-4-6 6"b-g-,6-16"-a-- '9"-,8-"*-5""-5---'4-- C8 C6 6 e 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 96.000 'e6 6664--6 ;fT.T.11 41, 66.n.!V6 9--61 9"'-91-g-i.,4 4" 9.1 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 39-.0-0-0 XW.0-00 JC6 C6 C6 'fflifd • 5 84.000 9-6 90.000 bt*66 6-9 .8..1...8...8 4 C6 "C6..6...8..8 -15'"914 lu 1F 10- .g. .6.....5. y 16'MAX, -... ..I • Ru 9. 96.000 bid'dg -4.1. 1 . 61 4"Uldgfdd"16-161 id 8" I -ay g I . ANCHOR 42.000 x 80.000 C6 C6 04 8 8 8 5 5 C61C 4 8 a LOCATION MAX. 84.000 -4- • TYP. 90.000 b4 bW 16"T6,16,"'g, 41 4 96-000 -64 64.C4 8 8 8 4 _._. ...........6�dw W. -6 1 8 5 51 5 C6 de 6� fd 6- -i�' 48.000 x 80.000 C6 C4 a 4 4. � 16 C6 C4 ASTRAGAL OR MODIIJUREVMD C6 p C4 C4 8 _8 CO& 84.000 '&W''C4'64' f INTERLOCK,TYP. 90.000 64'64. a 8 8 4 1 4 4'*"*'T C4 8 8 8 5 51 C6=C4 10 10110 10 616 5 (4)ANCHOR CLUSTER Z�4-4--4 F1 i 9'] '66'-•-56- _5-6-1-1 0-11,16 id idi 6- 96.0w 64,644 C4 8 81 8 4! 4 19, 111. 2:74 Ib ANCHOR LOCATIONS, 16"MAX. .Lh - TYP.,(2)PER HEAD&SILL MAX. I 11116"MIN.O.C.TYP. 48"NOM.— 48"NOM. 48"NOM. —48"NOM. w ANCHOR " 0 0 0 LOCATION, 01 EXAMPLE SOLUTION ANCHOR MIN.(2) R �28"MAX. HEAD&SILL=6"MAX.FROM (6)ANCHOR CLUSTER 96" 28" PER AT Z LOCATION, O.C. CORNERS,22 5t16"MAX.O.C.AND C6 2-TRACK Of a It TYP.,(1) AT EACH ASTRAGAL OR INTERLOCK. 16"MAX., MAX. O.Q. JAMBS.SEE 0 0 0 PER AT JAMBS&P-HOOKS=6"MAX.FROM 8' -j SHT.16 FOR < P-HOOK CORNERS AND 28"MAX.O.C. 0 0MAX. MULTI- .I co TRACKS O TOTAL AT HEAD=30 ANCHORS I �m cn (n TOTAL AT SILL=30 30 ANCHOR$ APPLICATION < I TOTAL AT JAMB= 8 AN(HORS AJ/4 Nr TOTAL AT P-HOOK= 5 ANCHORS 3"M N MAX. V t_7M,311 EfII"'I'l (8)ANCHOR CLUSTER-C8 : '6 MAX.IS=— LUSTER LOCATION TYP. No,63705 -- 48" NOM MAX. SEE C4,C6 OR C8 CLUSTER DETAILS CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE "'c- By. A7 "T, F.K. !17 P4WKM4X SPACING&JAMB AffAV)JUTI-11MCKNOTE. 1070 TECHWILOGY OPME ANCHORAGE SPACING J.J. NO CfMG5 170 SHEET NOKOMIS,FL 34275 Vow. LYPE I TO ULTWON r4c];T ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. P.O.Box I= NOKOMIS,a 3#274 Visibly Better A.LYNN MILLER,P.E. qV-7 1 14 a 16 1 F.K. '91"�4 J.J.. NTS 767 N RE.#58705 I 318"MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONC. A 1"MIN.E.D.,TYP.(2)— A (SEE NOTE 1) 1 3/4"MIN.E,D.(2 1/2'FOR 1.687 2x WOOD CRETEFLEX),TYP.(2) (EXTERIOR) D.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE V MIN.E.D.,A WOOD ANCHOR TYP.(2) APPLICABLE TO HEAD OR JAMBS NOTE 1. 13/8'. (SEE NOTE 1) 1,594 f IxWOODBUCK 1. 1, — . 1 1/8 AL.MIN. O.C. (SEE NOTE 2) MIN. (EXTERIOR) 6063-TS (EXTERIOR) T_ E 1.687 1/4"MAX.SHIM 1/4"MAX.SHIM 2x WOOD C #12 SMS (SEE NOTE 2) 0 ENV - WOODANCHOR DETAIL-J DETAIL-D (SEE NOTE 1) 191 MAX.SHIM (EXTERIOR) NOTES: TYPICAL. FRAME HEAD INSTALLATIONS DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 1/4'S34 A SEE NOTE 1, CRETE-FLEX EMBEDDED 1314*MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'(21/2"FOR CRETEFLEX OR 1.5 KSI MIN. CMU CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1318-MIN. OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2".WOOD BUCKS '�3.4 KSI MIN. CONC� DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 1 FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM 594 STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TOTHE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B,D AND F CONCRETE A ABOVE FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). ANCHOR IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA M BE USED, I 314"MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED.NON-SHRINK, (SEE NOTE 1) (2 112"FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, IxWOOD BUCKP.(2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) (EXTERIOR) _TTY THE AUTHORITY HAVING JURISDICTION. I DERAMA-E i/4"MAX. moDucrREvism 0,tooplIbs.1th the Florip 1.687 O,C.. (SEE NOTE 6) boldksca4 TYPICAL FRIPJAMB INSTALLATIONS WOOD ANCHOR Aw#pt� (SEE NOTE 1) rapko&.Date 1E .0 3,4 KSI MIN. CONC. 1x WOOD BUCK,(SEE NOTE 2) (EXTERIOR) 1 3/8"MIN. NOTE t CONC.ANCHOR NOTE 1. 1 3/8"MIN, 1 MIN.E.D.,J___� T 1-617 O.C.j 9 R 5'-5 1 P3/8E I WOOD ANCHOR TYP.(2)A (SEE NOTE 1) 2x WOOD (SEE NOTE 1) DETAIL-B (SEE NOTE 2) CONC.ANCHOR 2x WOOD (SEE NOTE i) :, _'73­ 11/4" 1 1/4" f"MIN. (SEE NOTE 2) 1/4"MAX. I' MIN.E.D. MIN.E.D. E.D. 1.687 O.C. (SEE NOTE 4) .. ............ (EXTERIOR) NOTE 1. (SILL) (SILL) kl 314"MIN.E.D.(2 1/2' CONCRETE ANCHOR FOR CRETEFLEX),TYP.(2) I I (EXTERIOR) (EXTERIOR (SEE NOTE 1) 3.4 KSI MIN. CONC. ) (EXTERIOR) vV jLYiJIV/ ......... DETAIL-G DETAIL-H DETAIL-I TW! ICAL FRAME SILL INSTALLATIONS NO,58705 Re+sd By: TYPICAL POCKET F—HOOK INSTALLATION R.b�. mh. Uj:� FX la:M-7 L NO CHANGE THIS SHEET 4U. 1 t. kt� 1`070 TECHNOLOGY DRIVE lm_U— ANCHORAGE DETAILS R�WHr i.i. o/MI M NO ChONGE THIS SHEET NOKOMIS,FL 34275 CHANGE EDGE DISTANCE FOR CRETEFLEX CMU,CHANGE ALUM.SLIDING GLASS DOOR,NON-IMPAC LM. WNW N IAPCON TO ULTRACON.ADD WOOD FLEX P.O.Sox im T Ly, aax ­OMIS,FL 34274 A. INWIJULVIVOI. �w _jj. 111;4 1'15 - 16 757 N P_F.#$8705 'M .,. FK. 0910&04E 1 t 1.ss JAMB INTERIOR MIN.O. . 7 6 5 4 3 2 7 L 1.59 6 MIN. ANCHOR LOCATION,TYP. O.C. 5 4 ' 3 - NOTES ON POTENTIAL ANCHOR LOCATIONS! 2 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER mevwp f .ftb d 0 �FI DIMENSIONS FORANCHORS ARE 1.69"AT HEAD AND SILL AND 0� 1.59"FOR JAMBS. Atccpt re Na 2 rra,r.r..o.te MANv.7Q 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK l.� FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR TRACK SECTIONS. 3 n st 4 4 n 4 5 n sr II ul HEAD SILL INTERIOR HEAD/SILL EXTERIOR 7 ��oN Mqe,%, n ft St No.56705 ' C, IlJ Z. RohORy Dib: RN4"e: F.K, ra7nro7 L REMOVEI-TRACKFRAME FRAME,POTENTIAL ANCHOR LOCATIONS %F' •......... f0707ECHNCLOGYDRNE _ i� J.L a3/+, MRz OCHANOETHISSHEET NOKOMIS,FL31176 P�_ ALUM.SLIDING GLASS DOOR,NON-IMPACT S,S�C'nt�i;1G�G LM. 6QHIf5 N NO CHANGE THIS SHEET P.O. 1620 r�re� +b+ °"�nM` ""` NOKOMIS,FL 34174 Visibly Berter A.LYNN MILLER P.E. p F.K. 09/Od/1M J.J. OQ/D7108 SGDffi00 114 16 d 16 757 N REM 58705 Search Results for Map Page 1 of 1 i "' d a13 z fi nr��r Aw ® s v ASCE 7 Windspeed ASCE 7 Ground Snow Load Relatsd Resources Sponsors About ATC Contact rvtn+++�r.n Search Results0 PENN New Wok led States nu,+v.vA KAMs,;m I.i ;!till.;. NEOT IADUENJ'`;l i::NTUCKY:,VIRGINIA- Query Date:Fri Nov 13 2015 OkiANn}AA Latitude:27.2776 4nsANs.r. Longitude:-80.2083r .:118'818-•.I•ri UARO INA` l!AHA TEXAS �EOflGIA ASCE 7-10 Windspeeds I oui.iv.^Ir• (3-sec peak gust In mph*): L Houston i 1 - FLGRI>A Risk Category I:150 Risk Category II:164 nz. Risk Category III-IV:175 nxicb MRI"10-Year:88 egba MRI"25-Year:109 Mexico cdY Dominican. MRI"50-Year:122 eewbtrc MRI"100-Year:133 -,1 Nondums" "Canbhearl Sea ASCE 7-05 Windspeed: ,. ,,. 142(3-sec peak gust in mph) I N+cara9ua ASCE 7-93 Windspeed: Go 9I£ /Map OateS015 Google;INEG1 100(fastest mile in mph) Wiles per hour - "Mean Recurrence Interval Users should consult with local building officials to determine if there are community-specific wind speed requirements that govem. n 0 Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website.Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund•Applied Technology Counc.l-201 Redwood Shores Parkway,Suite 240•Redwood City,Celifomia 94065•(650)595.1542 http://windspeed.atcouncil.org/index.php?optioii=com content&view--artic1e&id=10&de... 11/13/2015 '. •. y x yJ..�t�r. XI All c . .. i � .•r'1 9V:Rid; A , •r. a ,. .• �� ✓ S iii ���y �T�� •1 •R.�tr5 '1'` L. • e r a V' +n to OdS✓� �t3��too$�e� ��. 5