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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 "g "Y"3 r DO r+1 f• u rs . :l SCIS Home Log In User Registration ; Hot Topic Submit Surcharge Stats&Facts i Publications ; FBC Staff BCIS Site Map Links '*, Search 2�eif Professi ' f1dl � `PER:ubi Approval enda on }I :,IMlIIfSRfli ^m6urt Approval Menu>Product or AppllCatiOn Search>Aonlication i.ist>Application Detail L�LIGiY9. FL# M FL251-R26 air` 'rApplication Type W..r.vel Code Version Application Status -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer T Todusknies Address/Phone/Emailectlnofo y Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory _SIldlngIExteE-JZWjjAsembiies 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# IlModel,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 1`125 -.k 7=C_CAC 14-0.32,.1.1.pdf 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..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: 251.2 S'GDa17,pHP7(Non,lm t) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.251 R26 C CAC 15-0106.07 HP.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/Anstallatim Ins"fructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for �.' 1 1,44,41"5 !;J>{_,g�.r product performance information,anchorage details,and anchor type, Q "'- y.-Xmi-aT-'Daa'dg'BCC-floe size,and spacing information. Created by Independent Third Party: 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.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 I1 15-0609.11.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: 251.4 IiSGD-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 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 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.odf 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 HF 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 ISGD-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.odf 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 I1 15-0106.09 HF SM.pdf protluct 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 jiSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.0f 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 IS 15-0609.10 DR.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: I 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.pdf t Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 04/14/2016 http://www.floridabuilding.org/pr/pr_app_dtl.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 FL251 R26 I! 15-0409.02.adf 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 LM.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(NCA)for FL251 R26 I1 15-0612.06 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: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7$t_.r2„ 6 C CAC 1.5-0612.07 SM.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(NCA)for FL251 R?6 it 15-0612.07 SNl.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: 251.12 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.odf ' 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-251 R26 I' 15-0409.04.ocif 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date k Impact Resistant:Yes 04/14/2016 I Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 i' 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: Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 mall 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 emalls 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: U RiN e4Aeik y•�i: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1/20/2016 M IAM I•DADE MIAMI—DADS COUNTY,FLORIDA A PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wniv.miamidade.eov/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: Series Gr7.0i1 "A umnnum_ Tiilitn Glass ll).00ts�vtll2einfoncenlen. —N.I. APPROVAL DOCUMENT: Drawing No. PGT0003, titled "Series 670 H.P. Aluminum SGD — NJ.", 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., 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: 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 manufacturer or its distributors and shall be available for inspection at tine 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 Jainne D.Gascon,P.E. O No 106:0 MIAMI•DADECOUNTY !'��, �� F i�tl0�''7$e' Marclr24 2020 ' J Approval Date: March 12,2015 ?jr[J Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 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 diagrarn of Aluminum um 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. (Subrttitted tutdet•previous 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 E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Chu 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. FTL-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. 11-1018.18) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA 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 frill 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. 1-1-1018.18) 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. (Subtrtitted unrler pu eviotus 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 "67011P Aluminum Sliding Glass Doors w / Reinforcements - M.", 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 E-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 3116"TEMPERED GLASS. G1A-(1)LITE OFI/4"TEMPERED GLASS. SEE TABLES I & �A, SHEET4 G2-1"I.G.:(1)LITE OF 3116"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 1/4"TEMPERED GLASS. 2.DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3.ANCHORAGE:THE 331/3%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.... ELCO TEXTRON NOA,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL .............2 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 VERT.SECTIONS..............8 D.L.O.WIDTH=NOMINAL PANEL WIDTH-7" HORIZ.SECTIONS............8 D.L.O.HEIGHT=NOMINAL PANEL HEIGHT-8.25" PARTS PAS 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 114"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 ix ARE LESS THAN 1 1/2"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 BE 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 118"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 SUOSTRATE,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. Concrete Strength Requirements Masonry Strength Requirements MoDUCCREN13WED YFa Die. !c' Ungrounted CMU ASTM C-90 es oomptying with the Flodda D ASTM C-90 w11h great cenbmring Sanding Cods 114" 2700 I Aa tante No /20 Concrete Screw Anchorage minimum a mans an Minimum Edge stance Requirements Elco Ullracon Grouted CMO to 6ecllane 2105.2.2.1.2 end E%P1re Date ! 5118" _3500 psi Re99 d(he F80. _ Heed and 6111 Jamba �.A�- 1Edco�CreS4$Iex SS9)] 1!4" 3350 1 kitaml Dade Product Contw - concrete Un-Grouted CMU Grouted CMU Type I Dia. Min.Fmb. Mln.Ed Min.Fmb. Mln.Ud 2W.Emb. Min.Ed Definldons: Elco Uhrawn 114" 1 318 2 112 1 fA 2 W 314 2 M E'b.=Embedment ` I I I 1 314 1 114 1 114 1 11116 314 2 12 Wood Screwa(Hee ,S 8 Jambs) n. \\��`ON,(LYNN/4 E =Edge Distance Type Min.Emb Min.Ed `Z` IE1ca Crite;P9`x&67J 114' 7�3'J E2 tf ( 111 2 12 �Na.!f2ecammanded� MIn.=Minimum ��,•' ttGENSF F,P �� a+2 Wood screw X4,3(' _ 1' Q .• CONCRETE SCREWS STRENGTHS: UCI�Cinf0F,IczISS,4>♦■11$18,M1No.58705 jT _>'r NfESS'UTTRHERiWISE`NOTED FyMIN.=135 KS! Fu MIN.=177 KSI R.na num: Ru". J 03/02/16 D REMOVED NOAA;YEAR OF STANDARD FROM NOTES GENERAL NOTES AND MAP T ". R„t y.,• 1070 TECHNOLOOYDRIVE �(�` •.� � J.J. 10/11/11 C FBC2010 CODE CHANGE,SHUTTER NOTE REVISED NOico.wa FL31276 TM �i ss Re w.. SERIES 670 H.P.ALUM.SGD-NON-IMPACT !ONA1 `E,�` P.O.BOX 1528 A.LVIJIJ WiLLEIR,P.E. BMC 02/23/10 B PER MIAMI DADE COMMENTS NOKOMIS,FL 34274 IF o"""'v0et — °�'°"' i O1SM °O r"°a0 °ala SOD670 H.P. NTS 1 a 10 POT0003 D REN 58705 SMC 08A15/07 11.14 MAX. UNIT MAX. UNIT WIDTH 96" WIDTH 145 5/16" A B F I g 6 6 MAX• K D J D K MAX • D *jg UNIT E / 6 / E B UNIT /HEIGHT 6 6 6 6 HEIGHTe6 6 6 6 108" / / 108" T&X/ 1� * f A+ffi 0, 10 8 6 8 MAX. UNIT WIDTH 191 1/2" A B F I B UNIT L E J 8 E 6 RODUCf RENHIVBD HEIGHT 6 6 s 6 av OomPlyiog wlp the Florida / / / / Bo(Idlt-MO O A 5_ D 108" AcceytaoOe No g iO de Miami Dade Pm Oct CO""ol 7 Ill III11 �'� ,. ��CENSF '.•P `�:• No.58705 APPROVED CONFIGURATIONS A•. xawaO�-. am: ae•twu o�w>.• •.• ATE OF J.R. 03/02/15 D NO CHANGE THIS SHEET ELEVATIONS '� FtomoP.••G��: oao: R„�„�. f0707ECNNOLOOYORlVE „� '�. ONA�- J.J. f0/f 1/i i C NO CHANGE THIS SHEET NOKOMIS,FL 34275 i, S/ E �', R SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.BOX f528 sy,. sn..e I ` A.LYW AILLER,P.E. r. oa% � mob, NOXOMI5,FL 34274 ® SOOB70H.P. NTS 2 d 10 PGT0003 D P.E.#58705 SMC 08/05/09 R✓a 200 3116"TEMPERED 74 201 1/4"TEMPERED 74 82 82 Q3/4" M. S 3/4"NOM. GLASS 78 78 BITE EXTERIOREXTERIOR 54 3/16"TEMPERED-TYPE G11/A TE=MPR:R.,E -TYPE G,1A 208 1"NOM. 2O9 1"NOM. 3116"TEMPERED 1/4"TEMPERED 5/8"AIR SPACE 3/16"TEMPERED 74 1/2"AIR SPACE 74 1/4"TEMPERED 83 83 PRODUCPREMWED 3/4"NOM, as complying with the Flodds O� GLASS 3/4"NOM. Building Code BITE GLASS Accglonce No 79 BITE F. lanpate f p2 79 Minmi Dade Pro up Control EXTERIOR EXTERIOR LYNNlee, TRUSEAL DURASEAL SPACER �10ENSF'• Sp 55 TRUSEAL DURASEAL SPACER 1" I.G. -TYPE G2 1" I.G.-TYPE G2A 55 No.58705 em RerNins.• � �� 8K ATE t J. 03/02/15 D NO CHANGE THIS SHEET 'i FLORID?.•'• \�� GLAZING DETAILS ,Fs W R Oo7o7EcrrIJOLOOVORIVE , J.J, 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL 34276 S/ NAI_E� SERIES 670 N.P.ALUM.SGD-NON-IMPACT .II It SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.SOX 15292 s te.+Max sow �..e b,.rnx,. R« A.LYNN MILLER,P.E. p.,„ay, ar~• woma a,y. NOKOMIS,Fl.34274 a SGOB70 N.P. NT$ 3 N 10 PGT0003 D RE.k 58705 SMC 03/05/09 xra 61 DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.00" TABLE 1. >HEAD&SILL(H&S)INTERLOCK&ASTRAGAL CLUSTER FLUS ANCHOR CITY.PER PANEL >JAMB ANCHOR QTY. Anchor Types: 3116•TEMPERED Qkno.&I.G.U.) 1) '114"ELCO ULTRACON(FORMERLY TAPCON) GLASS TYPE GI&G2 2) '1/4".SS4 CRETE-FLEX 113 1/4'TEMPERED(Mono.&1G.U.) 3) '5/16"ULTRACON GLASS TYPE GIA&G2A 4) '#12 STEEL SCREW(G5) •SEE ANCHORAGE NOTES 1&2 ON SHEET 1. 68 UNIT HEIGHT HEAVY DUTY ASTRAGAL BO 84 90 9 102 HEAVY DUTY STILES Z ❑ U ❑ U ❑ U ❑ U ❑ U ❑ 62 111 61 66 U U O z U O Z p z U O Z U O z Z NOM.PANEL FRAME SIDE U 0 00 3 v 3 U 3 U 365 WIDTH , N M sr N W .4 N V N M Y N •.} N a N - N - N - C-4 N •- N 88 GLASS TYPE-G1,GIA,G2,132A +90-209.0 +90-209.0 +90-209.0 +90-209.0 +90-205.3 +90-192.5 g H&S 24 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 � d` JAMB 10 10 10 10 10 12 10 1 10 12 10 10 12 10 1 10 14 10 1014 GLASS TYPE-G1,GIA,G2,G2A 490-209.0 +90-209.0 +90-197.1 +90-182.5 +90-169.9 +90-169.0 ALL INTERLOCKS TO BE REINFORCED 30 t H&S C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6t2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 d` JAMB 10 10 12 10 10 12 10 10 14 10 10 14_ 10 10 14 10 10 14 GL'ASSjW..EMG,1iGIN�G2tG,2A +90-171.0 +90-164.0 +90-157.0 �JOt-1St°0� +90-148.0 +90-138.9 36 H&S C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C8+2 C6+2 CB+21 C6+�2 `GB+2 $2 C8+2 C6+2 C8+2 C6+2 C6+2 C8+2 d JAMB 10 10 12 10 10 12 10 10 12 10 ©0 12 10 10 14 10 10 14 GLASS TYPE-G1 +90-153.0 +90-142.0 +90-128.0 +9018.0 +90-110.0 +90-104.0 GLASS TYPE-GIA G2,G2A +90-153.0 +90-142.0 +90-128.0 +90-118.0 +90-110.0 +90-121.4 B H&S C6+2 C6+2 C7+3 C8+2 C6+2 C7+3 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 CB+2 42 2 d JAMB 10 10 12 10 10 12 10 10 12 10 10 12 10 10 12 10 10 14 GLASS TYPE-G1 +90-151.0 +90-140.0 +90-124.0 +90-113.0 +90-103.0 +90 -94.2 P,?ASS}TYREt'.G1A;9G2,G2' 490-151.0 +90-140.0 +90-124.0 IL-+9 6�T- 'T3;0 +90-118.5 +90-110.0 4$ eos+ H&S C6+2 C6+2 C8+4 C6+2 C8+2 08+3 C6+2 C8+2 C7+3f 66 2 C6�#2� G7+3 C6t2 C6+2 C8+3 C6+2 C6+2 C8+3 PRODUCT RP.NBttED d` JAMB 10 10 12 10 10 12 1D 10 12� 14 � i2 �10 10 14 10 10 14 asopmplylgg wltfi the Florida Bu11d"nrg Coda DLO WIDTH=NOM.PANEL WIDTH-7" = EXAMPLE ON SHEET 5 pcceptorrceNo- S O 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. DLO HEIGHT=NOM.PANEL HEIGHT-8.25"O 13 0 lNo C� 2.WHEN USING THE 2 1/2 SILL,POSITIVE DP IS 46,67 P�SFF M,A .�A(�D WITH OH LENGTH � TABLE 1A E43�1By %�) L,P'0S1inv-`dPRESSURE$]1S 60 0_P. F MAX.(NEGATIVE pRES$!!Rl$ SILL HT.VS POS.DP OVERHANG Miami Dade Pmduct Contin IUNCsH'A 0 EE TABL ON Ills HEEI SLLRISE (+)DESIGN 3.2 1/2",3 114 AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION OH LENGTH 1 r HEIGHT LOAD RESISTANCE ISWHEREAS THE 1/2"SILL IS NOT AND NOT REQUIRED. POSITIVE ESIGN PRESS RES SHOWN IN TABLE FLUSH 1.12' WA HEIHT OH HEIGHT \\\�� LY N 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING LOW 2.112' +46.67 PSF � EQUAL TO 1 \ �,.'\\CENSE '•, P WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITIONrHGH Et 6pti PSS OI OR GREATER IS NOT RATED FOR WATER INFILTRATION. 4' +90.0 FSF o =�_ No.58705 4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. SEE NOTE 35.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NOTEs1 3 = O•:� S1I S �_ �111 dm: STATEOF03/02115 D NO CHANGE THISsHEET DPANDANCHORAGECHARTa.n1070TECHNOLOGYDRIVE i � O....f0/fi/11C NO CHANGE THfS SHEET NOKOMrs,Fl.s427s P.O.60X 1628 SERIES 670 H.P.ALUM.SGD-NON-IMPACT ,tI t ,,,0223/10 B PER MIAMI DADE COMMENTS s.s.ure au,e u..rvx. n.r p,yyQ orro. NOKOMIB,ft 31274 m A.LYNN MILLER,P.E. SMC SODB70H.P. NTaS' 4 10 PGT0003 D P.E.#58785 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"ELCO SS4 CRETE-FLEX 3)5116"ULTRACON 4)#12 STEEL SCREW(135) 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 "ANCHORS PER PANEL"ARE THOSE INTERLOCK 3.5" ASTRAGAL � 8"MAX 3-1/2"MAX. INTERIOR MAX. AT THE HEAD AND SILL BETWEEN CENTERLINE O.C. CENTERLINE CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 01 0 10 o 2.04" 0 0 I I 8"MAX. 24"MAX.O.0LOCATEDELOW, CENTER OF PANEL EXAMPLE OXX ANCHORAGE PLAN: C5+3 HEAD&SILL ANCHORAGE(3 PANEL,2-TRACK EXAMPLE SHOWN)=(16)ANCHORS TOTAL t L(3)PANEL, 48"x 96"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 1 &2 IN CONCRETE SUBSTRATE EXTERIOR --------------------------------------------- C8+3 ------------------------------ -------------C8+3=(36)ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 _C8 3 C8 3 X % % k X � % - 6"MAX.% 108" (14)ANCHORS MAX �% 21 PER JAMB(SEE % M MAX.O.C. SHEET 6 FOR CLUSTER O.C. PRoDUCPBGNetheD x as ilding l+�B with the Florida SPACING) 6uitd ng Code 6 Ameptwrce�CV rte• axqqu�aa ��aa�.-� 6"MAX. i 02� X BY_2 Miumi Dod 8"MAX.,TYP. L� C.L.ASTRAGAL tt,t I l I I l lI7 1911/2"MAX. EXAMPLE OXXO ANCHORAGE PLAN: i',•'' �`OE"Sc' ;Fp ; (4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE No.58705 _ v ESC = �T'• sT SIS :�/; R� F A. 03/07115 R D NO CHANGE THIS SHEET � R„ 1070 TECHNOLOGY ANCHORAGE SPACING&EXAMPLEPLANS (<SS•F<ORIDP.••'C9 J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL 34276 'ONAI- �� �\ mw rs"Kw-- P.O. 0X1520 SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 07123/10 B PER MIAMI DADE COMMENTS sdwrka2 A.LYNN MILLER,P.E. aM"�wt,, p,RJa mb. NOKOMIS,FL 34274 ® SOD670 H.P. NTS 5 d 10 PGT0003 D P.E.O 58705 SMC 08/05/09 EXTERIOR INTERIOR i INT. ASTRAGAL OR i i INT ASTRAGAL OR 3.50" i INTERLOCK i INTERLOCK i (ALL VERT.SECTIONS) / CENTERLINE i � i CENTERLINE i i ALL DIMENSIONS SHOWN i i 7"MIN.4.051" i 1.75"MIN. i 7-MIN. ARE BASED ON MINIMUM i 1.75"MIN. i ALLOWED. 2 1/16"O.C. `�� i f O.C. 2x WOOD BUCK NP.,SEE - i — ANCHOR NOTE 3,SHT.1 i 2.04"i i 2.04" i 1"MIN. E.D.TYP. TYPICAL JAMB CLUSTERL--------y ------ 3.50_MIN - ----- --- ---� ----� 3.50"MIN.----� *,WOOD FOR DETAILS"D"&"E" EXT 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 1 3l8"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER 114" SEE CHART,SHT.1 r---------------------------------� ASTRAGAL OR MAX. i INT' {�-INTERLOCK SHIM 1/4"MAX.SHIM --I i i CENTERLINE CHOR TYP.,SEE ix WOOD SEE CHART, 7"MIN. 3.50" ANCHOR NOTE 2,SHT.1 :• I.' SHT.1 I MIN. i BUCK TYP., DETAIL A.2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3,SHT.1 CONCRETE ='^.' ' 2.04" a`.. ANCHOR TYP., SEE ANCHOR 21116"O.C. i 1 1"MIN. L------ 4_051'-----------------------� E.D.TYP. *WOOiDANCHO'R 2 116"O.C. NOTE 1,SHT.1 ,' ONCRETE 2 TRAA K,HORAST LUSTENTECR7LOCK ;... EXT. I 1 3/8"MIN. EXT' DETAILD TRA61LfF.RAM 21116"O.C. CON CRETEIINSfiALL�AfIOK SEE CHART,SHT.1 1/4" 2x WOOD BUCK TYP.,SEE 1xWOOD 4;, SEE CHART, Mme' ANCHOR NOTE 3,SHT.1 BUCK TYP.,SHIM TYP.,SEE SEE ANCHOR SHT.1 EXT. ANCHOR NOTE 2,SHT.1 NOTE 3,SHT.1 DETAIL B.2-TRACK FRAME HEAD 114" WOOD INSTALLATION MAX, ONCRETE 1 3/8"MINSHIM WOOD ANCHOR TYP.,SEE . j 1"MIN 1/4"MAX.SHIM �I E ANCHOR TYP., ANCHOR NOTE 2,SHT.1 � E.D., SEEEE ANCHOR NOTE 1,SHT.1 TYP. DETA1Lti-' JRAc.K4F5AXm E;HEA: PRODUCT nNEWBD 2x WOOD BUCK TYP.,SEE GO N0R'ETE)INSiPALLT TIXN as cIdiog L g with the Florida 0 Codo 1/4"MAX. ANCHOR NOTE 3,SHT.1 _11 (SEE ANCHOR 2 1/16"O.C.,TYP. Bir unDefe Z ' NOTE 5,SHT.1) 1/4"MAX. 2 1/16"O.C. (SEE ANCHOR BY � WOOD ANCHOR NOTE 5,SHT.1) ONCRETE Miemc Dade Pr ffd Cananl EXT r _c aa•- .. I TYP.,SEE ANCHOR EXT. I 1318"MIN. NOTE 2,SHT.1 2x WOOD BUCK TYP.,SEE ':i• C.:', f, `,!, SEE CHART, `�� �LYNN/y//� 1"MIN EXT. ANCHOR NOTE 3,SHT.1 �•'1°: : ' r' " SHT.1 �` O F 21/16" I� .. •..• l `���•.•'��GENSF •. P E.D., O.C.,TYP. TYP DETAIL E.2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., Na.58705 DETAIL C.2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1,SHT.1 SE CHART, - WOOD INSTALLATIONF,TAi41GSZ-�fi-CK FRA SHT.1 = CONCRETEiINSTALL►LiTiDN -�'•, ��( ; Luz: J.•. 007/15 RR"D NO CHA NGE THIS SHEET 10707ECHNOLOOYOAn�' ANCHORAGE,EXAMPLE CLUSTERS ';�,n''• F.pLJo{{R�oP.•';��;� J.J: fa 11/11 Rq NOCHANOETHISSHEET NOKOMIS,FL34276 SERIES 670 H.P.ALUM.SGD-NON-IMPACT ''cSs�ONA,��`��� SMC 0?/23/10 B PER MIAMI DADS COMMENTS P.O.BOX 1628ILI , sar. aao.e � a.. i i r p""ar nns p,�"p may_ NOKOMfS FL 34274 SODB70HP. NTS 6 a 10 79 PG7'OOt)3 D A LYP.E.It 58 OS PE SMC 080"9 era PANEL LETTER DETAIL W OR'L',SHT.8& NOTE: K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL INTERLOCK LOCKSTILE 'E',SHT.8 IrDETAIL'J�SHT.8 PANEL WIDTH FOR ALL -- PANEL CONFIGURATIONS EQUALS 48° A SINGLE INTERLOCK LOCKSTILE ASTRAGAL DETAIL'M',SHT.8 DETAIL T,SHT.8& D SINGLE EXTERIOR ANCHOR DETAILS'A','B'& LOCKSTILE INTERLOCK 'F-,SHT.6 191 1/2"MAX.WIDTH M INTERLOCK SEE FIXED LOCKSTILE 41"MAX. PANEL CLIP D.L.O. DETAIL BELOW L SINGLE AS R4GAL WIDTH OUT (BOXOOn INTERLOCK is —� 7 1 L LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL OUT INTERLOCK TYPE I TYPE TYPE I TYPE (609(m) W I 'L' -D' I P' NASTRAGAL SINGLE 97 7/8" 108" (BOXOUI) IN INTERLOCK I I / I / / I / MAX. MAX. C D.L.O. SINGLE ASTRAGAL / / / / HT. HT. IBOXIN) INTERLOCK IN I SEE I TYP. NP' REINF. I NOTE REIN F. P SINGLE FIXED 3 INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK J T FIXED �SEEFRAME'IT OXXO(2 TRACK) DETAIL W,SHT.8& ASTRAGAL LOCKSTILE ANCHOR DETAILS'C'& MOXO(N) OUT PANEL CORNER 'G',SHT.6 T CONSTRUCTION #8 X 1.00" ASTRAGAL FIXED DETAILS BELOW PH SMS(OPTIONAL) #10X1.25" IN LOCKSTILE (BOX#0 TEK SCREW SFIXED ASTRAGAL (BOX OI N) LOCKSTILE OUT S FIXED ASTRAGAL LOCKSTILE INpRODUCP RRNEWG•D I&OX119 A amnplyir�g wllh Iho / BuildlnB Co de 4 pceeptanca No Data INTERIOR #10 X(ALL PANEL TYPES) pH SMS EXTERIOR PANEL CORNER FRAME CORNER FIXED PANEL CLIP DETAIL DETAIL DETAIL HEAD SHOWN,SILL. APPLICABLE \\���Y LYNN NOTE: M// ' NOTES:1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL ;` O ..erlsg '•e 9 REINFORCEMENT REQUIRED AT PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR NQS',•' ANCHORAGE DETAILS. / No.58705 ALL INTERLOCKS. 2.MAX.DLO WIDTH=41"MAX. MAX.DLO HEIGHT=97 7/8"MAX. 3.(1)LOCK(ITEMS 75&107=110)AT EACH LOCKSTILE,LOCKING INTO KEEPER aarr (ITEM 103)AT FRAME JAMB OR ASTRAGAL. =-0•'• .rj !�j l rs JR. X01/16 D NO CHANGE THIS SHEETY , '� %� '•, 7E F � PANEL TYPES/EXAMPLE ELEVATIONS �� ''• cCORIOP•'' (j�� J,J. 10/11/11 x C NO CHANGE THIS SHEET 107NOKOMIS,R.33427s BOX 1528 SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 01/23/10 B PER MIAMI DADE COMMENTS s.r.wxe a ate. //N I I I 1 NO P.O..OMI9,FL 9427 w A.LYNN ILLER,P.E. W. o'°°' re0 �' SOO670 HP. NTS 7 a 10 PGT0003 D P.E.#58705 SMC 011W09 R� SEE FIXED PANEL CLIP 62 ill 63 61 66 DETAIL,THIS SHEET 14 61 65 113 1a 4 INTERIOR 6 v (ALL HORIZ SECTIONS) 61 66 122 121 5 EXTERIOR 61 V5 113 ALL REINFORCED INTERLOCK 103 M 68 DETAILV 112 53 113 106 105 52 40 DETAIL'I2 ASTRAGAL SEE — 4fC#T 52 2 ,I )i DETAILV 1 61 11 ATMIDSPAN 53 45 DETAIL'W(FIXED PANEL) 3" 52 51 x 4 F .069 DETAIL'P'SCREEN iL AT JAMB 0 121 DETAILWSCREEN DETAIL'O'SCREEN L AT HEAD AT SILL 9/16" FIXED PANEL CLIP REaD 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 SHE 7 (SEE D.P.LIMIT TABLE 1A,SHEET 4) 24 23 21 113 1.567' 69 TI4.055' FLUSH BOX SILL RISER T— T 2,655' 71 LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 97 71W MAX. DETAIL 25 EXTDLO RODTJCT RRNBW13D 22 NP, complying vAth the FwdA 3ulldina kcccl= 69 Dote � t 18 20 3.30V 4,055" 71 72 OR 73 �li cm, 2.66T (&" 1.567* 7 in, LYNN. FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 No.56705 DETAILW 1, 0m: BiMty: J.R. 0"2115 ADDED#71 AIL J I EOF TODETAILSH41,AN12#113TODET 'j R _j 10707ECHPIOLOGYDRIM VERTICAL&HORIZONTAL SECTION DETAILS 10/11/11 C NO CHANGE THIS SHEET 0 NOKONS,FLN275 'M M, o' 020110 8 PER MIAMI DADE COMMENTs P.O.BOX 15" SERIES 670 H.P.ALUM,SCD-NON-IMPACT A-Dr. —w Vow SMC 0,10SM9 634274 R,P.E. MC OWSM9 W70H.P. I—NTS 1 9 , 10=P—G—T0003 I D REA 68705 ITEM PGT Dw9.#I PGT.# Description ITEM PGT Dwg.# PGT.# Description 1 17306 1 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 HEAD/JAMB 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 17305 617305 2-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 71 1695 71695 1112"X 1'X3/4"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 78153N 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 71032XIFPFX #10-32 X 1"FL.SS SCREW W/TYPE"P TIP 23 17354 617354 SILL RISER-MED HOLLOW 77 7103239 10-32 STEEL ZINC U-NUT 24 17320 617320 SILL RISER-HIGH HOLLOW 78 17358 617368 3/16&1/4 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 1/16"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 4428 64428 SCREEN DOUBLE INTERLOCK 102 1696 71696 DUST PLUG 45 4317 612256 SCREEN TOP RAIL 103 8186 78186X 1'KEEPER 46 4318 612257 SCREEN BOTTOM RAIL 104 653 7SDKEEP 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 FITD PANEL RETAINER 49 4344 64344 SCREEN ASTRAGAL 107 1739 1 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 710X44PPSDAX#10 X 314"PH.PN.TEK-S.S. 54 1725 1/2"x 4"x 1/16"SITTING BLOCK 112 1235 67516 WSTP,.270 X.170-FIN SEAL 55 1726 l"X4"X 1/16"SETTING BLOCK 113 1712 64066 .187 X.230FINSEAL 114 71OX116PPX #10X11/2" PRODUCT RENEWED 200 GLASS 3116TEMPERED 115 710XPPT #10X1" avoomp1y1n8withtheFlorfda 201 GLASS 1/4 TEMPERED 116 720X1X #14.20 X 1"ST.STL. Oecccpimce t;n S"'01� 208 GLASS IG 3116-3/16 FULLY TEMPERED 117 720X112X #14-20X1.5'ST.STL. gate `j_Np- 209 GLASS IG 1/4-1/4 FULLY TEMPERED 121 17353 "O'PANEL BRACKET _ ` 122 #10 X 1 1/4"TEK SCREW 111jami Dade Prod wt Coniro`� N NOTE;ALL ALUMINUM=6063-T6 \��.• �yGENSP''•.F'P No.58705 /I, RewOar Dom: R.v6Una _-Q � 1!;7w •A. 03/02/15 D NO CHANGE THIS SHEET 'pj• Si'n W f070TECHNOLOOYORNE PARTS LIS J.RF.O...... •'V.��; J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIA FL$4276 IV A \ R " R"Glans P.O,BOX 1528 SERIES 670 H.P.ALUM.SGD-IVON-IMPACT1_F ` SMC 02/23/10 B PER MIAMI DADE COMMENTS e"G.a+aa,[ s sn.m rM+wna R.. A LYNN MIUH!At P.E. Dmney d/, NOKOMIS,FL 34274 9 d 10 PGT0003 D P.E.#56705 SMC 08105/09 RJA SOO670HA NTS 9 1.3D3' 0.718" 1.050" 0.83" 1.003" 1.36- 0. 0.325" 0.06F273--0.779" 0,752" 0.290" 0.757" 1.36" (+- 0.062" 0.062" . 0.080" 0.050" 0.284" 0.050" 0.081" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) GLAZING BEAD(I.G.) 11 SILL T (79)MAT'L RACK FIXED PANEL CLIP (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78)MAT'L:6063-T6 :6063-T6 ( )MAT'L:6063-T6 (105)MAT'L:6063-T6 14.125" 6.198" 4.49" 0.081" 8.198" 1.505" 0.062" 1.304" 1.211" 5.069" I� 0.081" Imo- 3.2 2-TRACK HEAD V1 SCREEN TRACK 0.080" 2-TRACK SILL TOP/BOTTOM BOTTOM RAIL (2)MAT'L;6063-T6 0.232" (7)MAT'L:6063-T6 (69)MAIL:6063-T6 3.979" 4" 1.467" 8.221" 2 S R JAMB 0.062" 1.505" 2-TRACK JAMB SCREEN TRACK 0.075" (14)MATL:6063-T6 (15)MAT'L:6063-T6 0.133" 1.6" 1.845 FLUSH FLAT SILL RISER (18)MAT'L:6063-T6 1.872" �-1 0.080"2-TRACK SILL W/SCREEN TRACK 3.125" 0.281" I I_l (8)MAIL:6063-T6 HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1,019" (61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062" 5.069" 1.654" SCREEN STIJ 0.062" I L (40)MAT'L:6063-T6 .0.709" 1.888" 0.080" (� 1.045" 1.162" 1.211"0.080" 1.254" I 0.550' nT 1.993" 0.02" FIXED PANEL RETAINER 2-TRACK HEADL 0.875- 0.250" 1.739" (106)MAT'L;6083-T6 (1)MAT'L:6063 T6 SCREEN TOP RAIL INTERLOCK REINFORCEMENT (45)MATL:6063-T6 (62)MAT'L:6063-T6 If 0.232" 0.750" 66)MATL:6D63•T6 1. 93" 0.750"AMEL LENGTH-9") 0.062" PRoDUC17RBNBIVBD 0.062" SCREEN BTM.RAIL 0.232" m cotnpfyhtg with the Florida Coda 0.062" Building 0.750" (46)MAIL[6063-T6-T6 Aaapta co No �rp, -� 0.232" B Dete 0.062" 0.9{16" 3.955" Miami Dnde Prod ontrod 4.055" FT 3.205" 3.305" t 2.455" tI I I I I I ` 2.555" 0.062" 1.567" \ V� 0.062" SIF+- 0.062" -+Itf 0.062" --titer- : No.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 MAIL:6063-T6 (19)MAT'L:6063-T6 (20)MAIL:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 --0 S 15 nev.dur EN03102116 nbb��N -AT OFJ.R. CHANGE THIS SHEET EXTRUSIONS 0J.J. 11/11 C CHANOETHISSHEET NOIfoMfs,fi31276 iOet $ION�)Rm.aa SERIES670 H.P.ALUM.SGD-NON-IMPACT SMC 02/23/10 B MIAMI DAVE COMMENTS P.O.BOX 1628 see s s..e o„Nx, a s i I a..nar.am; CWW �: NOKOMIS FL 34270 ® N A.LYNN#58705,P.E. SMC 08105/09 R!A SG0070 H.P. NTS 10 f0 PGT0003 0 P.E.858706