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HomeMy WebLinkAboutProduct Approval .Florida Building Code Online Page 1 of 3 ' s Florida Derorvreentel BCIS Home � Log In � User Registration Hot Topic Submit Surcharge Stats&Facts i Publications I FBC Staff BCIS Site Map Links Search Busintes ProfessionalQliimPso�dubicUser vol Regulation Pmduct Anoroval Menu>Product or AoDlication Search>Application last>Application Detail FL k 51- 26 Application Type v i Code Version Y4111111111111111 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Ind strieS Address/Phone/Email 1070 ec nology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative . Address/Phone/Email CategoryExterior Doors Subcategory Id ng Ex rior Doo Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/17/2015 Date Pending FBC Approval Date Approved 09/20/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/20/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 32o C CAC 14-0123,_pglf 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 FL251 R26 11 14-0123.11-I)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: 251.2 .4 GD$b70)-HPj(Non tmpaeb) Aluminum Sliding Glass Door Limits of Use nommiNmonow Certification Agency Certificate Approved for use in HVHZ:Yes FL251 1,26 C CAC 15-0106.07 HP.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installatioln Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for ri P5WI.Ily ` 1 fY6 7�HP ggf product performance information,anchorage details,and anchor type, V bfiedlRY :ami'-�adSt3SCQIICI: size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-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.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 15-0609.11.0df 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 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 :226 C CAC 14-0128.11 Docr.pdf 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 11 14-0128.11 Door.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 i Created by Independent Third Party: 251.5 JSGD-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 HP LM.pd 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.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: 251.6 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 R26 11 15-0106.09 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.pdf 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 I1 15-0609.12.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: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC. 15-0609.10 DR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0609.10 DR.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: 251.9 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 http://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/20/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R26 it 15-0409.02.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'byIndependent 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 1 Knef 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 Ii 15-0612.06 LM.ndf 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: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26_C.CABS-Ou12;Q7 SM,pdf 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 FI._251 R2-6 Ii 15-0612:07$M&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: 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.pdf 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(NOA)for FI-751 R26 I? 15-0409.04.ndf 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: 251.13 SGD-5570(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.pdf 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 R26 IT 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: REJ t a 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: security°1 zr€iates http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/20/2016 M IAM 1DUADE AIIAMI—DADE COUNTY,FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 130ARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nvmiv.mNmidade.¢ov/econom} 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:Series�"Alunortm S'lid'ing Glass1oo►s ry 912en oa°e�n7ents—N.I. APPROVAL DOCUMENT: Drawing No. PGT0003, titled "Series 670 H.P. Aluminum SGD — MI.", sheets 01 through 10 of I0,prepared by manufacturer, dated 08/05/07 and last revision"D"dated 03/02/15, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:None 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. REVISION 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 manufactt►rer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-1018.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. OA No. 15-017 MIAMI•DAOE COUNTY ,�'�.� ''.'pjrafiOn I?ate: M!ar�I12�1,2 20 J pproval Date: arc r ,201 tt 1 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED X. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0003, titled "Series 670 H.P. Aluminum SGD — N.I.", sheets 01 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revision "D" dated 03/02/15, signed and sealed by Lynn Miller,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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Door(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7825,dated 06/10/2014, signed and sealed by Idalmis Ortega,P.E. 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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Doors XOOX & XO, both prepared by Fenestration Testing Laboratory, Inc., both Test Report No FTL-5987 and FTL-5995, dated 08/10/09, both signed & sealed by Julio Gonzales,P. E. (Submitted underprevious NOA No. 09-0826.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04/409 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon, Product Control Section Supervisor NOA No. 15-0106.07 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`h Edition(2014), issued by manufacturer, dated 12/31/14, signed and sealed by Lynn Miller,P. E. 2. Laboratory compliance letter for Test Report No. FTI -7825, issued by Fenestration Testing Laboratory,Inc., dated 06/10/14,signed and sealed by Idalmis Ortega,P.E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10/11/11, signed and sealed by Lynn Miller,P. E. (Submitted under previous NOA No. 11-10.18.18) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitted underpreviousNOA No. 11-1018.18) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming firll professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 11-1018.18) 7. Laboratory compliance letter for Test Reports No.'s FTL--5987 and FTL-5995, both issued by Fenestration Testing Laboratory, Inc., dated 08/10/09; both signed & sealed by Julio Gonzales,P.E. (Stibiiiitted under previous NOA No. 09-0826.14) 8. Proposals No.'s 08-0452 A, -B and -C all issued by the Product Control, dated 07/22/09, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-0826.14) G. OTHERS 1. Notice of Acceptance No. 11-1018:18, issued to PGT Industries, Inc. for their Series "670IIP Aluminum Sliding Glass Doors w / Reinforcements - N.I.", approved on 12/15/11 and expiring on 03/24/15. Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 15-0106.07 Expiration Date: March 24,2020 Approval Date: March 12,2015 B-2 GENERAL NOTES: SERIES 670 H.P. NON-IMPACT SLIDING GLASS DOOR 1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART(PSF) G1-(1)LITE OF 3/16"TEMPERED GLASS. G1A-(1)LITE OF 1/4"TEMPERED GLASS. SEE TABLES & A, SHEET 4 G2-1"I.G.:(1)LITE OF 3/16"TEMPERED GLASS+5/8"AIR SPACE+(1)LITE OF 3116"TEMPERED GLASS. G2A-1"I.G.:(1)LITE OF 1/4"TEMPERED GLASS+1/2"AIR SPACE+(1)LITE OF 114"TEMPERED GLASS. 2.DESIGN PRESSURES: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. 3.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEET 6. NOA DRAWING MAP 4.SHUTTERS ARE REQUIRED. SHEET 5.INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GENERAL NOTES.............1 6.REFERENCES:TEST REPORTS FTL-5987 AND FTL-5995,DATED 08/07/09 AND FTL-7825. ELEVATIONS......................2 ELCO TEXTRON NOA,ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL 7,THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH GLAZING DETAILS............3 ANCHORAGE.....................4-6 VELOCITY HURRICANE ZONE(HVHZ). 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE,AS APPLICABLE. DESIGN PRESSURES....... 9.CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH A MAXIMUM OF FOUR 4 FT.NOMINAL WIDE DOOR PANELS. ELEVATIONS..... ...........7 7 SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7. CONFIGURATIONNSS...........7 S ..............8 D.L.O.WIDTH=NOMINAL PANEL WIDTH-7" VERT. HORIZ.SEECTIOCTIO SNS............g D.L.O.HEIGHT=NOMINAL PANEL HEIGHT-8.25" PARTS LIST.......................g EXTRUSIONS....................10 NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"OR 5/16"ULTRACON(FORMERLY TAPCON)CONCRETE SCREWS OR 1/4"ELCO SS4 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2.FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5). 1/4"ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS. 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL B�DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1,SHTS.4,FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SU STRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD OD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concmle Strength Requirements Masonry Strength Requlremonls FRODUCr RENF3WED UngrountedaMu ASTM ogo as complyln3 with the Florida a Die. fc' O' YP ASTM 690 xlth grout conptming Building Oodc 114" 27110 ps1 Ax tarvca No `Za Concrete Screw Anchorage Mlnlmum a menlan Minimum ge Nance Re ulremenis Orouled CMU to Secllane 2105.2.2.1.2 end ` Elco Ullmwn_X5/,15" 813500-Psl kxptm(po Dale `. Ra09 dlna FBC. Head and fill! Jambs EVca Cim4�-Flox 534 914' 335 al Y concrete Un•Grouted CMU Grouted CMU -�- _ - ---'7`"'� ��� Miami Dadc Roduct Contrt. YR._ a. Min.EMln.PA Min.Fmb. Min.Ed Min.Emb. Min,Ed De0nlUons: Dia. 114" 1 318 2 1/2 1 1!4 2 TY2 1 314 2 112 Ill FJao Ultmoon E b.=Embedment Wood Screws(Head,S &Jambs) n. ���t Y LYNN 7'7 E =Edge Distance �� oN.....NN Etw'Cr`e90-flax SS4 914" 13!4 2 WtHNs 72a�13ottRac6tnataPdad T e Min.Emb Mln.Ed ZSY , `.�_..1! .� Mln.=Minimum ���.•'�,tGENSF'•, #12 WeojLScreLw_�.Sc3iaj_�a 1 P CONCRETE SCREWS STRENGTHS: Eic�¢asta;;F,Eex—{58:41 E1L3lB;��1;Z! No.58705 FyMIN,=135KS1 tINrESSOTHERWISENOTEO FUM/N.=177 KSI _b A RMe crams ReNdnc o :• 03/01116 D REMOVED MOA#,YEAR OF STANDARD FROM NOTES GENERAL NOTES AND MAP 'C) AT OF 4el T F �� RaNaans 10707ECHNOLOOYORME i �C`•'%.,�ORID F;.•``G\\� J.J. 10/11/11 C FBC 2010 CODE CHANGE,SHUTTER NOTE REVISED NOKOMIS,FL 34275 �i SERIES 670 H.P.ALUM.SGD-NON-IMPACT ' ,,/CNA �`� SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.BOX 162e a,,,,,,,d,t ae.a n.aynn R..: A.LytJrJ MItLEIR,P.E. SM wm: aaeao osm: NOXOMIA,FL 34274 ® SGD070H.P. NTS 1 - 10 PGT0003 D P.E.#58705 SMC 0&A75/07 RJA MAX. UNIT MAX. UNIT WIDTH 96" WIDTH 145 5/16" MAX. MAX. D J J D UNIT � E / 6 / E UNIT 8 E M 6 8 8 HEIGHT 8 8 6 6 HEIGHT 6 6 6 6 6 R 10811 108" L� MAX. UNIT WIDTH 191 1/2" AIB F I UNIT 6 6 / J / 6 6MD L E E RODUCTB'AththeF HEIGHT 6 6 6 olldin iod, Wa Plmida Ou,l p Code i� 1081, Amp i. No 8 io Ode Miami Dade Pro ud Control 7 \1111111 ©) r `® 6 e e .\���oN.�•LYNN d1i/���.,� �.•' �\CENSE '•.,.Q �`�:• No.58705 APPROVED CONFIGURATIONS a= RamRr. mm: RaNau.' wmpsx ��Q ATE OF J.R. 03107/15 D NO CHANGE THIS SHEET ELEVATIONS i'��•'• FLORID?;. p RMy�. 1070 TECHNOLOGY OHNE i� �� S \� J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL34275 i' S/ONA1- \\� P.O.soxlszs SERIES 670 H.P.ALUM.SGD-NON-IMPACT W. SMC 07123/10 B PER MIAMI DADE COMMENTS s....•-• sor a+rt 0—ww — A.LYt tJ�1ILLER,P.E. �� gym a� NOKOMfS,FL 34274 SMC 08105/08 RJA SODB70 H.P. NTS 2 a 1D PGT0003 D P.EJf 58705 200 3H6"TEMPERED 74 2U' 1/4°TEMPERED 74 82 82 314"NOM. 314"NOM. GLASS GLASS 78 BITE 78 BITE EXTERIOR EXTERIOR 54 54 3/16"TEMPERED-TYPE G1 1l_4 TiE=MP'.E==RE4-MUG 208 1"NOM. 3116"TEMPERED 209 1"NOM. 1!4"TEMPERED 5/8"AIR SPACE 74 1/2"AIR SPACE 74 3/16"TEMPERED 114"TEMPERED 83 83 Iy �1. PRODUCT RENBIVED 3/4"NOM. os complying wlth the FlofMe GLASS 3/4"NOM. BulldingCode O� BITE GLASS na ytencc»o 79 BITE F. ' ion ate r OZ 79 Mii—i Dade Ptn ucI COnI.I EXTERIOR EXTERIOR I\\\111IIrrr TRUSEAL DURASEAL SPACER ENSE' 55 TRUSEAL DURASEAL SPACER 1" I.G. -TYPE G2 V I.G.-TYPE G2A 55 k;. No.58705 snso� 4 J. 302/15 n D NO CHANGE THIS SHEET octan 'iT °CORIDP.•'' \�� Rntdora� fOIOTECHNOLooYDRIVE GLAZING DETAILS �c� . J.Jv Oft. 10/11/11 C NO CHANGE THIS SHEET NDxoMIs,Ftsaz7s T°p �1SS/ONA`I_E� �\ — P.O.SOX 1628 SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 02/23/10 B PER MAMI DAVE COMMENTS s t xwe sw. a."rox> xk p �.may, CLafna a.ro: NOKOMIS,FL 30274 ® A.LYNN MILLER,P.E. SMC 06105/09 RM SGOB70 H.P. NT$ 3 10 PGT0003 D P.EJl 58705 • 61 DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.001) TABLE 1. >HEAD&SILL(H&S)INTERLOCK&ASTRAGAL CLUSTER FLUS ANCHOR QTY.PER PANEL >JAMB ANCHORQTY. Anchor Types: 3116"TEMPER®(Mono.&I.G.U.) 1) '114"ELCO ULTRACON(FORMERLY TAPCON) GLASS TYPE G1&G2 2) '1/4"SS4 CRETE-FLEX 113 114'TEMPERED(Mono.&LG.U.) 3) '5116"ULTRACON GLASS TYPE GIA&G2A 4) '#12 STEEL SCREW(G5) SEE ANCHORAGE NOTES 1&2 ON SHEET 1. sa UNIT HFLGHT HEAVY DUTY ASTRAGAL 80 84 9D 6� 102 108 HEAVY DUTY STILES Z U S Z U O Z U O Z U IWO Z U O Z U p 62 111 87 68 N WIDTHEL FRAME SIDE U v 3 U 3° v 3 85 N N V N a N Nl V N V N M t N •- N - N 68 GLASS TYPE-G1,GIA,G2,G2A +90-209.0 +90-209.0 +90-209.0 +90-909.0 +90-205.3 +90-192.5 24 H&S C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C8+2 C6+2 C8+2M+90-169.9 C8+2 C6+2 C6+2 C8+2 JAMB 10 10 10 10 10 12 10 10 12 10 10 1214 10 10 14 GLASS TYPE-G1,Glk G2,G2A +90-209.0 +90-209.0 +90-197.1 +90-182.5 +90-169.0 ALL INTERLOCKS TO BE REINFORCED 3D H&S C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2C8+2 C6+2 C6+2 C8+2 -` JAMB 10 10 12 10 10 12 10 10 14 10 _>%. __1414 10 10 14 GLASS TYPE-G1,GIA,G2,G2A +90-171.0 +90-164.0 +90-157.0 +90-151'01' +90-146.0 +90-136.9 36 g H&S C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 G6+2 CByZ�rC8 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 JAMB 10 10 12 10 1 10 1 12 10 1 10 12 10 IM F1;`Z; 10 10 14 10 10 14 GLASS TYPE-G1 +90-153.0 +90-142.0 +90-128.0 +90--li,8:0'� +90-110.0 +90-104.0 GLASS TYPE-GIA,G2,G2A +90-153.0 +90-142.0 +90-128.0 +g0-118;Dj= +90-110.0 +90-121.4 BH&S C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+2 r+�Z!°tC2 LZ+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 42 JAMB 10 1 10 1 12 10 10 12 10 10 12 1 10 10 79 10 1 16 1 12 10 1 10 14 GLASS TYPE-G1 +90-151.0 +90-140.0 +90-124.0 KO161aE- +90-103.0 +90 -94.2 GLASS TYPE-GIA G2,G2A +90-161.0 +90-140.0 +90-124.0 19013[0 +90-118.5 +90-110.0 o H&S C6+2 C6+2 C8+4 C6+2 C6+2 C8+3 C6+2 C6+2 C7+3'•' C8�#2 C6+ G73 C6+2 C6+2 C8+3 C6+2 C6+2 C8+3 48 d` JAMB 10 10 12 10 10 12 10 10 12 ��1jJ 10 10 14 10 10 14 aycomplyh,&CTR Athithe Plorida �f DLO WIDTH=NOM.PANEL WIDTH-7" Bul,dh,scodo 5- •,E 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. O = EXAMPLE ON SHEET 5 Accepto rco No. 2.WHEN USING THE 2 112-SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH DLO HEIGHT=NOM.PANEL HEIGHT-8.25" (� OH LENGTH 8 13" w Dom THE 3 1!4"SILL,POSITIVE PRESSURES IS 60.0 PSF MAX.(NEGATIVE PRESSURES TABLE 1A13Y_ SILL HT.VS POS.DP OVERHANG Minml DA-Produce Comm UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3.2 1/2",3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL RISE (+)DESIGN OH LENGTH HEIGHT LOAD RESISTANCE ISWHEREAS THE INOT REQU RED1/2"SILL IS NO•AND POSIT UST VE DESIGN PRESSURES SHOWN IN TABLE ONLY BE USED WHERE WATER FLUSH 1.12' WA HEIO HT OH HEIGHT �I\\�ONV 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING Low 2.12' +48.67 PSF a: EQUAL TO 1 ���..'OGENSF ., P WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IMED 3-17 t + ,ptp Ool OR GREATER IS NOT RATED FOR WATER INFILTRATION. HIGH o _ No.56705 4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8EffiE S 1-3 SEE NOTE 3 44 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O 3 5 S �' A. STATE OF R"J X02116 n D NO CHANGE THIS SHEET P ND ANCHORAGE CHART %pT FLORIOaft P•'' YD J.J. 1OHi/11 RCS NO CHANGE THIS SHEET 107NOKOMIS,FL34276 SS/�N�L�?`�\ P.o.eox+c23 SERIES 670 N.P.ALUM.SGD-NON-IMPACT SMC 07113/10 B PER MIAN/DADECOMMEN78 awwet rare ' uacrra nr. A.LYNN MILLER,P.E. D- am aweaa exm: NOKOMIS,FL34274 s SOD870 H.P. NTS' 4 d 1G PGT0003 D P.E.p 58705 SMC 815M ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2)114"ELCO SS4 CRETE-FLEX 3)5116"ULTRACON 4)#12 STEEL SCREW(G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24"MAX.ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6. JAMBS.........................6"MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. SEE CLUSTER DET.,SHT.6 – I INTERIOR "ANCHORS PER PANEL"ARE THOSE INTERLOCK 3.5"MAX. ASTRAGAL 8 MAX 3-112"MAX. AT THE HEAD AND SILL BETWEEN CENTERLINE O.C. CENTERLINE CLUSTERS OR THOSE BETWEEN A 1 CLUSTER AND A FRAME JAMB. 0 2 0 o 2.04" 4,051" 0 0 I 24"MAX.O.C. LOCATED BELOW 8"MAX. —�f CENTER OF PANEL EXAMPLE OXX ANCHORAGE PLAN: C5+3 HEAD&SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)=(16)ANCHORS TOTAL (3)PANEL, 48"x 96"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 1 &2 IN CONCRETE SUBSTRATE EXTERIOR ---------------------------------------------�. C8+3=(36)ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 CB 3 C8 3 xlK••xix x.xtx.x x. x.xxx x x x x x x, -x x x x x x -- 6"MAX. x x �x 108" M x 21" (14)ANCHORS MAX 1% PER JAMB(SEE x AX.O.C. SHEET 6 FOR Y' CLUSTER O.C. PRODUCTRGNBWED x� 8 complying with the Flmide SPACING) BuildvgCode _ Acceplar No wwVV i Dae OZo z xx x x i 24 x Miami Dode uct."v, 8"MAX.,TYP. L� C.L.ASTRAGAL ,x l l I I I 1 14 191112"MAX. "0ijA,...:....?9j����i,� EXAMPLE OXXO ANCHORAGE PLAN: ��' �.�ctNs� '•.F9 (4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE No.58705 v:•�C- 15mebn' [a pyx ��Q�'• �55jl RwLJ x B D NOCHANGETHIS SHEET f70TECHNOLOGYORIVEP=71 —SERIES ANCHORAGE SPACING&EXAMPLE PLANS i'SCC '•F�ORIDP.•'' \` is Bsww,c 0 J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL 34276 ,,s/OVAL Ru.x 670 H.P.ALUM.SGD-NON-IMPACT SMC 02/23110 B PER MIAMI DADE COMMENTS P.O.BOX 1628 em: ,,,,," ,,,, ",,; wv br. mW mror NOKOMIS,FL 34274 ® d A.LYNN MILLER,P.E. SMC 08105109 RJA 6GD6701LP. NTS 5 10 PGT0003 D P.E.#58705 a EXTERIOR INTERIOR i ASTRAGAL OR i i INT ASTRAGAL OR 3.50" t INT. INTERLOCK i r---INTERLOCK (ALL VERT.SECTIONS) 7 i t it f � i CENTERLINE t i CENTERLINE i OL DIMENSIONS SHOWN t I t 7"MIN. 4.051" I 1.75"MIN. i 7"MIN. AL ARE BASED ON MINIMUM t 1.75"MIN. t ALLOWED. 2 1/16"O.C. ``` i! O.C. i t 2x WOOD BUCK TYP.,SEE - 1 0 cr 1-05-777 11 051" dli o l"MIN. *WOOD ANCHOR NOTE 3,SHT.1 i o 2.04 i i 2.04" E.D.TYP. TYPICAL JAMB CLUSTER i 3.50"MIN. FOR DETAILS'D"&"E" -. 3.50"MIN, t ___ ________________J 2-TRACK,ASTRAGAL!INTERLOCK 2-TRACK.ASTRAGAL/INTERLOCK ExT' 11 318"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER LSEE CHART,SHT.1 i--------------------INT. INTERLOCK MAX CENTERLINESHIM 114"MAX.SHIM �{CHOR TYP.,SEESEE CHART, i 7"MIN. i 1x WOOD i 3.50" ANCHOR NOTE 2,SHT.1 + BUCK TYP., •�• SHT.1 t MIN. i DETAIL A.2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3,SHT.1 :•r'•+' j I CONCRETE '^ 2.04"1 v t f o ANCHOR TYP., t � SEE ANCHOR '•;• ,:; 2 1/16"O.C. t ____4.051" __ __ _ _ _ j I"MIN. 2 1/16"O.C. NOTE 1,SHT.1 L- ---- E.D.TYP. 2-TRACK.ASTRAGAL/INTERLOCK CONCRETE ANCHOR CLUSTER-C7 EXT. I - EXT. pETp{LiD`V"m7r.- FRAME JAMB 21116"O.C. L 1 3/8"MIN. JUCONCRETEIINSFfiLL►ATION—SEE CHART,SHT.1 J 2x WOOD BUCK TYP.,SEE 1x WOOD SEE CHART, MAX. ANCHOR NOTE 3,SHT.1 BUCK TYP., ;1 %�:'. SHT.1 SHIM WOOD ANCHOR TYP.,SEE SEE ANCHOR EXT. ANCHOR NOTE 2,SHT.1 NOTE 3,SHT.1 DETAIL B.2-TRACK FRAME HEAD 1/4" 0 CF WOOD INSTALLATION MAX. WOOD ANCHOR TYP.,SEE 1 3/8"M IN.. l"MIN ETE SHIM ANCHOR NOTE 2,SHT.1 1/4"MAX.SHIM -+I E O E ANCHOR TYP., SEEEE ANCHOR NOTE 1,SHT.1 TYP. 0ETA IL.E,2_TRdCK.ERnME_HEAD RODUCrnN8CIED 2x WOOD BUCK TYP.,SEE CONGRETiF INSTAHwA 10N as compgdng with the Rortdaa O ----- AimDuildirtg Cade - 1/4"MAX. ANCHOR NOTE 3,SHT.1 Acocptance No I5 (SEE ANCHOR 1/4"MAX. 2 1116"O.C.,TYP. tel E onDate ZQZ` NOTE 5,SHT.1) 2 1/16"O.C. (SEE ANCHOR BY 1_ WOOD ANCHOR NOTE 5,SHT.1) ONCRETE Miami Dade Pr uel ow.,e•• .. P.,SEE ANCHOR EXT. TY 1 318"MIN. NOTE 2,SHT.1 EXT. 2x WOOD BUCK TYP.,SEE "r•'>:�;', ; '•`4 +.,•: SEE CHART, /y/z�F 1"MIN I� ° i'• SHT.1 �,•' 21116" EXT. ANCHOR NOTE 3,SHT.1 ;,••:;•.; ��, �tcENSE •.? E.D., . :.. ' O.C.,TYP. TYP. DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR T. DETAIL C.2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1,SHT.1 SE CHART, No•58705 x WOOD INSTALLATION DE-T-AI 7RAG'K�FRAME SIL' CONERETEIINSTALLIATIQN -O t 'l''u.. 021 RF awoyM,: ''A •' J. . 03/07116 R Diu NO CHANGE THIS SHEET f0707ECNNOLOOYDRNE ANCHORAGE,EXAMPLE CLUSTERS ��,�.'••,,FLORtiO?:.•'�0 I J.J. 10711/11 C NO CHANGE THIS SHEET NOKOMf$,FL 34278 • ME Rte• SERIES 670 H.P.ALUM.SGD-NON-IMPACT �OINA� SMC 02123110 B PER MIAMI DAVE COMMENTS P.O.BOX f628 ay,.. LYNNIw�ILL�R1P.E. ctrm,�; ono: poy;�y pN,; NOKOMIS,FL 342740(�BSGDB70HP. NTS 6 d f0 PGT0003 D p.E.7168705 SMC 08105100 R✓A PANEL LETTER DETAIL'K'OR'L',SHT.8& NOTE: K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL LOCKSTILE 'E',SHT.6 f DETAIL'J',SHT.8 PANEL WIDTH FOR ALL INTERLOCK PANEL CONFIGURATIONS EQUALS 48" SINGLE A INTERLOCK LOCKS77LE ASTRAGAL DETAIL'M',SHT.8 DETAIL T,SHT.8& LOCKSTILE D SINGLE EXTERIOR ANCHOR DETAILS'A','B'& INTERLOCK 'F',SHT.6 191 1/2"MAX.WIDTH M LOCKSTILE SINGLE SEE FIXED INTERLOCK 41'MAX. PANEL CLIP L D.L.O. DETAIL BELOW SINGLE ASR4GAL WIDTH (BOK0u0 INTERLOCK 1` J LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL (soxDl7q OUT INTERLOCK TYPE I TYPE TYPE I TYPE N .R, .L, ,D, I .P, ASTRAGAL SINGLE 97 716" 108" (�K IN INTERLOCK I I MAX. C SINGLE ASTRAGAL I I I I D.L.O.MAX. INTERLOCK IN HT. XeoxlrO I SEE I TYP. NP' P SINGLE FOXED REINF. I NOTE REINF. INTERLOCK LOCKS77LE R FOXEDttm SINGLE 7 LOCKSTILE INTERLOCK 1 i T FIXED SEE FRAME& DETAIL'H',SHT.8& ASTRAGAL OXXO(2 TRACK) OUT LOCKSTILE PANEL CORNER ANCHOR DETAILS'(& �OX°� G',SHT.6 T — CONSTRUCTION #8 X 1.00" ASTRAGAL FIXED DETAILS BELOW PH SMS(OPTIONAL) #10 X 1.25" IN LOCKSTILE 180KIN TEK SCREW SFIXED ASTRAGAL mox00A LOCKSTILE OUT SFIXED _ ASTRAGAL IO sxim LOCKSTILE IN PRODUCERRNGWGO oacomplying wlth tNc Florida 4 bbd CodeINTERIORnco Noo#10 X 1.5(ALL PANEL TYPES) PH SMS EXTERIOR PANEL CORNER FRAME CORNER FIXED PANEL Dam& M I DETAIL DETAIL CLIP DETAIL HEAD SHOWN,SILL I I u l l l l APPLICABLE 0 NX LYNN 41, NOTE: NOTES:1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL \`��-,•�\OENSE.''CF� REINFORCEMENT REQUIRED AT PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR Q�,' x ANCHORAGE DETAILS. >Y No.58705 ALL INTERLOCKS. 2.MAX.DLO WIDTH=41"MAX. MAX.DLO HEIGHT=97 718"MAX. 3.(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER _ (ITEM 103)AT FRAME JAMB OR ASTRAGAL. = U wT, �j LLI ftw J07115 D NO CHANGE THIS SHEET V PANEL TYPES/EXAMPLE ELEVATIONS ' �� '•.FCORlO? 0'' ey. 1070TECHNOLODYDRNE ' \ J.J. 10/11/11 C NOCNANGETNISSHEET NOKOMIS,FL34276 T1b A.O.BOX 1520 SERIES 670 H.P.ALUM,SGD-NON-IMPACT A.LYNN I.�ILLER,PN.E. SMC 07/23/10 B PER MIAMI DADE COMMENTS Ry. c wwa.c s� v+K n..snw a.� amwv-yNOKOMIB,FL 34274 SMC 8105/00 RJA SOD570H.P. NTS 7 w 10 PGT0003 D P.E.p 58705 SEE FIXED PANEL CLIP 62 111 63 61 66 DETAIL,THIS SHEET 14 4 s1 65 113 INTERIOR 5 14 (ALL HORIZ.SECTIONS) st 66 122 121 5 ID EXTERIOR 61 75 113 ALL REINFORCED INTERLOCK 15 103 113 se DETAIL'J' 112 DETAIL'L' ASTRAGAL 53 113 106 105 52 40 DETAIL'M' 2 52 51 I AT MIDSPAN 63 51 112 48 DETAIL W(FIXED PANEL) 3„ 45 069 46 47 , 52 51 1 112 3" o 53 DETAIL'P'SCREEN 2 AT JAMB Lb 0 121 DETAIL'N'SCREEN DETAIL'O'SCREEN 9116" AT HEAD AT SILL FIXED PANEL CLIP REO'D AT TOP (HEAD)&BOTTOM(SILL)OF FIXED'0" SILL RISERS OPTIONS aEXTERIOR INTERIOR PANELS.SEE SECTION"J"THIS SHT.& (ALL VERT.SECTIONS) FIXED PANEL CLIP DETAIL ON SHT.7 (SEE D.P.LIMIT TABLE 1A,SHEET 4) 24 23 21 1 19 5 4.055' 113 • 5. 69 71 1.587' FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 71V MAx. DETAIL'I' 25 EXT. DLO -WWI RE ththe F comPlyfng with the Florida 22 TMP' ullding Codd OI D6. .. -¢ • Datt 20 e ICOG 69 18 1 37 4.055• 72 OR 73 Miami Dade Product Control 3.305' 71 2.665' 17 I I I 1.567' _l. 17 ���� •(LYNN 7/,i 113 �P;•.•''��GENSE '•.,� FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 No.56705 *'_ DETAIL'H' Read . Dee. RnYbc o• �� 1 A J L 03/02115 D ADDED#71 TO DETAILS H&I,AND#119 TODETAIL J VERTICAL&HORIZONTAL SECTION DETAILS - �`'•. F R J.J. 1-00/11/11 NO CHANGE THIS SHEET 107NOKOMIS.�3427� ' SERIES 670 H.P.ALUM.SGD-NON-IMPACT � OMF11-PE G\.` SMC 07/23/10 B PER M91M1 DADE COMMENTS P.O.BOX fa2R �,,. a,,,e u„mR,W. a... NOKOMIS FL 34171 8 A.LYFIF1 MILi�R,P.E. 0.3MC 0.0&05/09 0.1a SOD870 H.P. NTS 1 8 d 10 PGT0003 D P.E.#58705 ITEM PGT Dwg.It PGT.# Description ITEM PGT Dwg.# PGT.# Description 1 17306 617306 2-TRACK HEAD 61 17326 617326 PANEL STILE(HEAVY DUTY) 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 62 17327 617327 INTERLOCK ADAPTOR 5 17314 617314 FRAME SCREW COVER 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 6 17317 617317 FRAME HEADIJAMB ADD-ON 64 1729 71729 SILL END WEATHERSTRIP PAD 7 17304 617304 2-TRACK SILL 65 17328 617328 INTERLOCK SCREW COVER 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 66 17346 617346 INTERLOCK ALUM REINF.(PANEL-9') 11 17313 617313 FRAME SILL TRACK INSERT 68 17339 617339 HEAVY DUTY ASTRAGAL 12 17315 617315 FRAME SILL SCREEN ADD-ON 69 17324 617324 TOP&BOTTOM RAIL 14 173D5 617305 2-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 71 1695 71695 1 112"X 1"X3f4"HIGH FIN SEAL DUST PLUGS 18 17322 617322 SILL RISER-0 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 19 17319 617319 SILL RISER-0 HOLLOW 73 8153 78163N TANDEM NYLON ROLLER ASSY. 20 17321 617321 SILL RISER-LOW FLAT 74 SILICONE DOW 899 OR 995 21 17318 617318 SILL RISER-LOW HOLLOW 75 8185 78185X GEMINI MORTICE 3-PLY LOCK W/LONG TRIM PLATE 22 17355 617355 SILL RISER-MED FLAT 76 71032X1FPFX #1032 X 1"FL.SS SCREW W/TYPE"F"TIP 23 17354 617354 SILL RISER-MED HOLLOW 77 7103239 10.32 STEEL ZINC U-NUT 24 17320 617320 SILL RISER-HIGH HOLLOW 76 17358 617358 3/16&114 OGEE BEAD HORIZONTAL 25 17323 617323 SILL RISER-HIGH FLAT 79 17357 617357 1"IG BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 83 IGTAPE 1/2"X 1116"SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET - 100 8052 48052 ROLLER ADJ.HOLE PLUG 43 8152 68152 SCREEN INTERLOCK ADAPTER 101 72087 JAMB BUMPER 44 4426 64428 SCREEN DOUBLE INTERLOCK 102 1696 71696 DUSTPLUG 45 4317 612256 SCREEN TOP RAIL 103 8186 78186X 1'KEEPER 46 4318 612257 SCREEN BOTTOM RAIL 104 653 78DKEEP SCREEN LOCK KEEPER 47 668 7SRAZ STANDARD ROLLER 105 17344 617344 FIXED PANEL CLIP-6"LONG 48 668 7SRAX STANDARD ROLLER-ST.STL. 106 17352 617352 EXTERIOR FDCED PANEL RETAINER 49 4344 64344 SCREEN ASTRAGAL 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 51 1692 61692 SCREEN SPLINE-.165 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 52 1694 61694 SCREEN SPLINE-.150 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 53 61816020 SCREEN CLOTH 111 710X34PPSDAX#10X314"PH.PN.TEK-S.S. 54 1725 1/2"x 4"x 1/16"SITTING BLOCK 112 1235 67S16 WSTP,.270 X.170-FIN SEAL r9-1-1726 1'Xd"X 1/16 SIT TNG BLOCK 113 1712 64066 .187 X.230 FINSEAL 114 71OX115PPX #10X11/2' _ PRODUCT ItEN6WliD 200 GLASS 3116TEMPERED 115 710)0'PT #10X1" W—Plying With the Florida 201 GLASS 1/4 TEMPERED E121 720X1X #14-20 X 1"ST.SIL. OO ptFc Noo ••O V 208 GLASS IG 3/163116 FULLY TEMPERED 720X1 12X #14-20 X1.5'ST.STL. QaII ego 209 GLASS IG 114-1/4 FULLY TEMPERED 17353 "0'PANELBRACKET#10 X 1 1/4"TEK SCREW Miami Dade Pfodm Control LYNN NOTE:ALL ALUMINUM=6063-T6 �`r.'��cENs�'•.Fp , No.58705 _ 0 e.wa� area .p••� t5 : w J.R. 03/02/15 D NOCHANGE THIS SHEETR. MW 10707ECHNOLOOY ORIYE ]�T- PARTS LIST ,� FCOH10�,.•'��`� J.J. 10/11/ii C NO CHANGE THIS SHEET NOKOMIS,FL 34276 NA ���•` SERIES 670 H.P.ALUM.SGD-NON-IMPACT 1p �_ SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.BOX l52e esuen,xa.c a— s..e a..tnx, a..: q CPNN MI46EA1P\.F. taa."�„�� tbm. NOKOMIS,FL 34274 gODe70 H.P. NT$ 9 d 10 PGT0003 D REX 58705 SMC 08105/09 RJA " 1.050'111JJJ 0.83"I� � 1.050"� 1.003" 1.36" 0.718" -1 LU 1 �0.325" 0.06 0.779" 0.752" 290" 0.757" 1.36" 0.062" 0.080" 0.0500.05013002 � 0.081"020. INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) GLAZING BEAD(I.G.) (65) MAT'L:8063-T6 (5) MATL:6063-T6 (78)MAT'L:6083-T6 11 SILL TRACK (79)MAT'L:6063-T6 FIXED PANEL CLIP ( )MAT'L:6063-T6 (105)MAT'L:6063-T6 4.125" � 6.198" � 4.49" 0.081" 6.198" 1.505" 0.062" " 1" 1.304 5.069" 7 70. 81" Imo- 3.25" 2-TRACK HEAD W/SCREEN TRACK 0.080" 2-TRACK SILL TOP/BOTTOM BOTTOM RAIL (2)MAT'L:6063-T6 0.232" (7)MAT'L:6063-T6 (69)MAT'L:6063-T6 3.979" 4" 1.467" 6.221" " 2S R EE JAMB K 0.062" --�II�- 05" 2-TRACK JAMB SCREEN TRACK IF"0.075" FLUSH FLAT SILL RISER (14)MATL:6063-T6 (15)MAT'L:6063-T6 0.133" 1.645 1.6" (18)MAT'L:6063-T6 F+ 3.125" 0 ~I 1.872" 7Jl. 0.080"2 T�(8)SIMAT'L:6063-T6 N TRACK .281" HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1X019" (61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062" I 5.069" +( 1.654"1 0 SCREEN STIH 0.062" LS 0.709" (4T 1.888" 0.080" I+- 1.045" 1.162" PF 1.211"0.060" 1.254" I 0.550, V081. 1.993, 0.02" FIXED PANEL RETAINER 2-TRACK HEAD L 0.875" I` 1.739" (106)MAT'L:6063-T6 0.250" INTERLOCK (1)MATT:6063-T6 SCREEN TOP RAIL REINFORCEMENT q5 MATL:6063-T6 (62)MAT'L:6063-T6 0.750" (66)MATL:6063-T6 ( ) 1.393" 0.232" �( r 0.750"(PA EL LENGTH-9") L 0.062" PRODUCT RENEWED 0.062" SCREEN BTM.RAIL 0.232" w oomplyhtg with the Florida 0.062" building Coda / 0.750" (46)MATL:6063-TB-TB Axapte tco No O fp, -+I r- 0.232" B Die I 0.062" 0.996" 3.955" Miomi Dade Prad ontro 4.055" 3.305" F 3.205" 1 t u l r I I 2.455" � � 2.555" 0.062" 4f,744\� 0� LYNN... 7" ' 1.56 •'��cBNSE 0.062" -11+- 0.062" -►f tom- -k: N0.58705 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER 24 MAIL:6063-T6 (23)MAT'L:6063-T6 21 MATL:6063-T6 (19)MAT'L:6063-T6 (20)MATL:6063-T6 (22)MATL:6063-T6 (25)MAT'L:6063-T8 -p'•. SEs 4! Wender oeac R1o.atax 'S.AT OF �7� J.R. 03/02/15 D NOCHANGETHIS SHEET EXTRUSIONS ��0��'• FcoRtoP.•'\�`�� oft rt. 1070 TECHNOLOGYDRAW J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL34276Fff. iOep � rS`S'/O(\lA� xev.dW. as r: SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 02/23/10 B PER M14MI DAVE COMMENTS P.O.EQX 152# a.nawaet s Hiaee Rm I�i �` ome"ey. o"m: a.rxed oem: NOKOMIS,FL 34274 A.LYNN MILL�R,P.E. SMC OR105/09 R7A SGD670HP. NTS 10 10 PGT0003 D RE 58705