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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 s A x �ty rA€marwKP 'P 6W $ . ME rit n w a BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 3 ines d� Product Approval Professina� USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL251-R26 Application Type 'to Code Version 2014 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 PG Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens 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 EXt@rior DogrS Subcategory Sliding EMerior Door Assembli 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=wGEVXQwtDgsEt2PTand5bm5... 3/7/2016 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 fl_251.._;27G (',-4 =lc-OI7,; 1,:p51f 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 TI 14-0123.1i.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: 251.2SGb�670H�(�tVon,Impac�) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI-251 R26 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 Instailliation nstructi Ins Other:Please see Miami-Dade County Notice of Acceptance(NOA)for 1 R•�,6-j5-410 .pdf product performance information,anchorage details,and anchor type, Verifieb e:;�fliami-Dad9SC'C0-CER 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.odf 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 Ii 15-0609.11.1)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: 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 Ooor.pdr 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 it 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.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 Il 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 JSGD-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.ddf 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 15-0106.09 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: 251.7jiSGD-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.odf 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 Ii 15-0609.12.;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: 251.8 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.odf 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.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: 251.9 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/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 3/7/2016 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 II 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: 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.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 I Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0612.06 LM.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: 251.11 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 CAC 15_0§1?_Q7$�1.p;lf 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 F!_251 R26 II I5-0612.07 SM.p51f _.............._..-'----'-'--..._...... 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 Ft.251. R26 C CAC 15-0409.04.ndf 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 INCA)for FL251 R26 17 1.5-0409.04.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: 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.Ddf 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: 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 mall.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: W] ® FG,hei,. scc rritv'mk:T'#tics W w. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 3/7/2016 MIAM1•DADE i1fIAi4II—DADE 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) i,ii-%v.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rales 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 APIJ 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:Serie "670 IH�P"Altlaatinttm Sliding Glass Doors fv!Iteinfo>t;cements-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 RATIN : one: , 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 put-poses 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 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. MNQ o. 15--0106 0.7 .0 MIAMMMMFDA®LINTY Expirat onrDate iVla�cla 29,2020 Approval Date: March 12,201-5 �j ►` 1 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. Alumintim 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. 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 under previous NOA No. 09-0826.14) C. CALCULATIONS 1. hor 'I-i. ri tca ' ca cti a ions anel striictuial anaiysi , camel►ying pit FB t <Idtia►t }., n?spared by manufacturer, dated 03 5, signed and seale y 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. JahneA Gasco'h,IP.'E. Product Control Section Supervisor NOA No.15-0106.07 Expiration Date: March 24,2020 Approval Dale: March 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEP TANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'"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.Adrninistrative Code, notifying original engineer that the successor engineer is assuming Rill professional and legal responsibility for all engineering document§ 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 (Submitted 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 Cllanda,P.E. (Submitted under previous NOA No. 09-0826.14) i G. OTHERS 1. Notice of Acceptance No:11-1018:18, issued to PGT Industries, Inc. for their Series "670EP Aluminum Sliding Glass Doors w / Reinforcements - M.", approved on 12/15/11 and expiring on 03/24/15. 1 Jaime D.Gascon,P.P,. t d Product Control Section Supervisor a NOA No. 15-0106.07 Expiration Date: March 24,2020 Approval Date: March 12,2015 =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�LIT)<0�3� " M RFII aIASS� ,�-,11 LITE OF 1 4'rENERE GL sG fLAss� G2-1"I.G.:(1)LITE OF 3/16"TEMPERED GLASS+518"AIR SPACE+(1)LITE OF 3116"TEMPERED GLASS, SEE TABLES 1 &1 A,SHEET 4 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. B.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 NOA DRAWING MAP ANCHORAGE DETAILS SEE SHEET 6. 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,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL GLAZING DETAILS............3 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 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........... D.L.O.WIDTH=NOMINAL PANEL WIDTH-7" VERT.SECTIONS..............8 HORIZ.SECTIONS............8 PART D.L.O.HEIGHT=NOMINAL PANEL HEIGHT-8.25" S S LIST.......................9 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 1x 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 SU STRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Strength Requirements Mewnry Strength Requirements PRODUC[RFl43WED Ungrounted CMU ASTM C-90 at wmplyw with the Florida type Dia, fB Building Code ASTM G90 vdth Brom wnbmting tettco No Concrete Screw Anc Drage Min mum Embedment an Minimum ga stance Requirements Elco Ullracon 114" 2700 psi Grouted CMU Io socUane 2105.2.2.1.2 end A In, Dole (2Q _bla.5_ 3500 psi Re09 of the F8C. _ Head and 5111 Jambs Elco CFo e•F,I�x 354 114" 335011 Y - Concrete . Un-Grouted CMU Grouted CMU `_ - ) -��• � � Miami Dade Product C:onMr Type LiIN, Min.Emb. Mln.PA Mln.Pmb. Min.Ed MIn.Fmb. Mln.Ed Degnitions: 1 310 2 112 1 114 2 112 1 314' 2 172 E b Embedment t 111 / Elco Ultracon T •` Wood Screwa(Head,S &Jambs) n. \\���ONY LYNN M/� E =Edge DlstanrseRco Cnse_lex�664� �,dj314fi 2 112 SIVA p2awn L-2-eftecanmeitded� Type Min.Emb Mln.Ed , .,* '•GENS �c� —�- Min.=Minimum �.•' �l F '•.'P ff12-WAod Screw CONCRETE SCREW5STRENO1,15: �EIco1Cralo Flex!354�i♦(,11318:a�1;,R� '• No.58705 FyMIN.=135 KS! U 1 "MERIWSE'NOTEU ly-F' r _ ee��:: FU MIN. 177 KSI ?(S (S J,R. 0/09115 sD REMOVED NOA A YEAR OF STANDARD FROM NOTES GENERAL NOTES AND MAP ��0�'•, FA7 OF J.J. 10/1!/11 R FBC 2010 CODE CHANGE,SHUTTER NOTE REVISED 107NOKOMIIS,11031275 ��SS��NAL�`C1G� SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.SOX152g SERIES B70�FI.P.ALUM.SGA�NON-IMPACT t pe SM0; �qyA py. NOKOMIS,A.34274 ® A.LVfItJ♦,11tLEtR,P.E. SMC OtV05/07 RJA SOO670N.P. NTS °r 10 PQT0003 D P.E.#58705 MAX. UNIT MAX. UNIT WIDTH 96" WIDTH 145 5/16" A B F I A 6 F 8 I MAX• K D J D K MAX• D J J D UNIT L E / 8 / E UNIT $1, E / 8 / / 8 LJHEIGHT e e s a HEIGHT 6 8 8 s 8 108" 108" XO, OX, XX 5 5 5 OXkX X�XIOU*ja e 6 a MAX. UNIT WIDTH 191 1/2" A e F I 18 MAX. K D J M J D UNIT 8 E / / / 8 / E 8 RODIICT-NBIVGD 8 8 8 8 u complying Hd�Wu Florida HEIGHT / Du1,dn-No 1c�- 108" e°"°`oryfl. —( Miami Dade Pro nN ud Co"trol 7 llllllll No.58705 A�P,;PR0�1/,�ED CO:N, 11GOOF A11,—Q S amwer. ose.: aawdm oeatay. �p •' ATE OF CC/� J.R. 03/02/15 D NO CHANGE THIS SHEET ELEVATIONS ��O'��.•'• FC OR10?;•••('j��� oo. new. 1070TECHNOLOGYDRIVE J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS FL 34775 �a a SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 02123/10 B PER MIAMI DADE COMMENTS P.O.BOX 1579 ppo�. rs ry�d �dc ; ' LER,P.E. Z1D PGT0003 D REX 58705 FL 34774 SODB70 HNTS A.LYfPdL SMC 08/0509 P. ZOO 3/16"TEMPERED 74 2O 1 1/4"TEMPERED 74 82 1 82 3/4"NOM. 3/4"NOM. GLASS GLASS 78 BITE 78 BITE EXTERIOR EXTERIOR 54 54 3/16"TEMPERED-TYPE G1 1/_4TiEMPE=RED�TiYPE-iG_,1A i 2O8 1"NOM. 2O9 1"NOM.3/16"TEMPERED 114"TEMPERED 518"AIR SPACE 74 1/2"AIR SPACE 74 3/16"TEMPERED 1/4"TEMPERED 83 83 1 1 PRODUCT RENBMiD 3/4"NOM. as complying with the Florida GLASS 3/4"NOM. Building Code a� 79 BITE 79 GB TES AaptorMe No F. ion ate 1 OZ Miami Dade Pro uq Control EXTERIOR EXTERIOR `�l t l I l I I I41 LTIVN TRUSEAL DURASEAL SPACER 551GENSF�'/��(Qp TRUSEALDURASEALSPACER 1" 1.G. -TYPE G2 1" I.G.-TYPE G2A 55 No.58705 ' =� •. slrs : w� rs e� oew: nedwu. o.epa.,: 0 SATE OF ((7 J.R. 03/02115 D NO CHANGE THIS SHEET ; GLAZING DETAILS �(C '•F�ORIDP.•' \��� 5� m7o7ecNNa.00vDRlve G� J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,FL 34275 1tlL is/0NM P.O.eox tats SERIES 670 H.P.ALUM.SGD-NON-IMPACT r t I I I t t t t SMC 02123/10 B PER MIAMI DADE COMMENTS sorn+e�.r yy,. sro.c o..wnv. n.. pqm�;rye py�ygr ay. NOKOMIS,FL 34274 a A.LYNN MILLER,P.E. SMC 08/05/09 R✓A SGD670HP. NTS 3 1 1t1 PGT0003 D P.E.058705 61 DESIGN PRESSURE AND ANCHORAGE-REINFORCEMENT-HIGH SILL RISER(4.00`) TABLE 1. >HEAD&SILL(H&S)WTFRLOCK&ASTRAGAL CLUSTER FLUS ANCHOR QTY.PER PANEL >JAMB ANCHOR QTY. Anchor Types; 3116•TEMPER®(Mono.&I.G.U.) 1) '1/4"ELCO ULTRACON(FORMERLY TAPCON) GLASS TYPE:G1&G2 2) '1/4"SS4 CRETE-FLEX 113 Tt4 '(I naa.&q(•G.U:) 3) '5/16"ULTRACON SS TYPE GIA&GRA 4) '#12 STEEL SCREW(G5) SEE ANCHORAGE NOTES 1&2 ON SHEET 1. se UNIT EIGHT HEAVY DUTY ASTRAGAL 80 84 90 7,30 96�!W) 102 OB HEAVY DUTY STILES Z U 0 U O U U p� 62 111 61 fib U O Z U O Z U O U 0 Z U O Z U S NOM.PANEL O Z O O Z O o Z O z O O Z O O Z WIDTH FRAME SIDE U cOi v U v V V3 U V65 NN �,� Nt7 N N '' N 66 GLASS TYPE-G1,GIA,G2,G2A +90-209.0 +90-209.0 +90-209.0 -209.0 +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 C6+2 C6+2 CB+2 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 1 JAMB 10 1 10 1 10 10 1 10 1 12 10 1 10 1 12 10 1 10 12 10 1 10 1 14 10 10 14 GLASS TYPE-G1,G1 A,G2,G2A +90-209.0 +90-209.0 +90-197.1 +90-182.6 +90-169.9 +90-159.0 ALL INTERLOCKS TO BE REINFORCED 30 H&S C6+2 I C6+2 C8+2 C6+2 C6+2 C8+2 C6+2 I 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 GLASS TYPE-G1,GIA,G2,G2A +90-171.0 +90-164.0 +90-157.0 9 +90-151.0_ +90-146.0 +90-136.9 36 �7q g H&S C6+2 C6+2 C7+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+27 C6+21 66+2 C8+2,rC6+2 C6+2 C8+2 C6+2 C6+2 fl144 d` JAMB 10 10 12 10 10 12 10 10 12( 10 10 12 10 10 14 10 10 GLASS TYPE-G1 +90-153.0 +90-142.0 +90-128.0 _,0Q A18:0m�1♦,+90-110.0 +90-104.0 GLASS TYPE-G1 A,G2,G2A +90-153.0 +90-142.0 +90-128,0 ,+@0xm11810�W+90-110.0 1 +90-121.4 B " E�� 42 FtH&S C6+2 C6+2 C7+3 C6+2 C6+2 C7+3 C6+2 C6+2 C7+2 C8+2 C6+2 C6+2 C7+2 C6+2 C6+2 C8+2 d JAMB 10 10 12 10 10 12 10 10 12 10 10 1 10 12 10 10 14 GLASS TYPE-G1 +90-151.0 +90-140.0 +90-124.0 +90-113.0 +90-103.0 +90 -942 GLASS TYPE-GIA G2,G2A +90-151.0 +90-140.0 +90-124.0 w90mm8?0i1N, +90-118.5 +90-110.0 o H&S C6+2 C6+2 C8+4 C6+2 C8+2 C8+3 C6+2 C6+2 C7+; E6*2 G6±2 R E(C6+2 C6+2 CB+3 C6+2 C6+2 C8+3 48 JAMB 10 10 12 10 10 12 10 10 12 Q 10 1.0 0 10 14 10 10 14 o0omply(agRtMe Florida DLO WIDTH='�IOFA'P71TfEL YVIDTH-7" EXAMPLE ON SHEET 5 ABaemCoNo- S O� 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. DLO HEIGHT=NOM.PANEL HEIGHT-8.25"O OH LENGTH 9 O7n°` 12C20 2.WHE USIN THE-2-1/2"SILL POSIT ED DP tS 46:67-.67MAXI AND Wb TABLE 1A HE 3 1!4"SILL,POSITIVE PRESSURES IS 60!0 PSF MAX,(NEGATIVE PRESSURES BY U HANGED). E STABLE I'A,ON HI&SHEET SILL HT.VS POS.DP OVERHANG Miami Dadc Prodnd Con ro SLL RISE (t)p5g1(,N 3.21/2",3 1/4"AND 4'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION OH LENGTH \t t t I 1!111 WHEREAS THE 1 1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER HEGHT LOAD OH OH HEIGHT �\ LY N i RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE FLUSH I•tl2' WA HEIGHT 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYINGoW■rz t!_2 X46 fi7PSF EQUAL TO 1mzL T 0 OR GREATER Q' WITH THE FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION p�Nj� tlq,�sO;2 No.66%05 IS NOT RATED FOR WATER INFILTRATION. ©F�HGH" '4'�+`90.OPSF L o -X' _ =_ 4.SEE SHEET 6 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. SEE NOTES 1-3 SEE NOTE 3 �( f 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 0 3 5! S 41 nnw 0 as: rtnrtr: a.ol,a.e STATEOF �\ J 09/02115 D NO CHANGE THIS SHEET GE CHART ��' F�ORt�p• '�j\ IVE DPANDANCHORA J.J. 0/11/11 R C NO CHANGE THIS SHEET 107NOK MIS,L34275 ��NA��? .f. uz3rfo a PER MIAMI DADEcoMMENrs SERIES 670 H.P.ALUM.SGD-NON-IMPACT P.O.BOX 1528 11111111% w."net- gym; prKtaO 11NOXMI5,h13/274 a ° Al ftw 5i A.LYNN MILLER P.E. SMC &IS/08 S00670 H.P. NTS 4 d 10 PGT0003 D P.E.It 56705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114"ELCO ULTRACON(FORMERLY TAPCON) 2)1/4"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 'ANCHORS PER PANEL"ARE THOSE INTERLOCK 3.5"MAX. ASTRAGAL INTERIOR 8"MAX. AT THE HEAD AND SILL BETWEEN 3-112"MAX• CENTERLINE O.C. CENTERLINE CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. o o o 2.04" 5 . 010 LOCATED 9ELOW 8"MAX, 24"MAX.O.C. 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 CS 3 C8 3 C8 3 x%xx xx:xx. xo�x-- % %xx I %x' x x X xX,ixFV 6"MAX. " x x� x x 108" (14)ANCHORS MAX x x x21" PER JAMB(SEE X x %x MAX.O.C. SHEET 8 FOR PRODUCT RL•N6WEU x. CLUSTER O.C. os comPlyirl8 with the Florida x %x� SPACING) B�No DatA 6"MAX. M 8"MAX.,TYP. L— C.L.ASTRAGAL `I I u l u 111j 191 1/2"MAX. EXAMPLE OXXO ANCHORAGE PLAN: ��'• ��cENSC .,Fp (4)PANEL, 48 x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE No.58705 = R'"J. 03102115 aD NO CHANGE THIS SHEET ANCHORAGE SPACING&ENAMPLEPLANSC6s '•FIURIDP.•'' a 1070 TECHNOLOOYORAIE ; IVF\L. G\\ J.J. 10/11/11 O NO CHANGE THIS SHEET NOKOMISFL34275 i°`' N, SERIES 670 H.P.ALUM.SGD-NON-IMPACT ''O,I I,16 �� SMC 02/23/10 S PER MIAMI DADE COMMENTS P.O.BOX 1529 o,mney:mb: crXeaa mu: NOKOMIS.FL 34274 ® aOw'� �' s,.c °i"�°M' X"' A.LYNN MILLER P.E. SMC 08105/09 RIA SOD570 N.P. NTS 5 a1 PGT0003 D P.E.958705 ----------- ---------------------- EXTERIOR INTERIOR . I INT ASTRAGAL OR i i INT ASTRAGAL OR (ALL VERT.SECTIONS) 3.50"/ \ INTERLOCK I I INTERLOCK I I CENTERLINE i i CENTERLINE NOTE: ALL DIMENSIONS SHOWNI 7"MIN. I I 7"MIN. I 4.051" I 1.75"MIN. I , ARE BASED ON MINIMUM 1.75"MIN. ALLOWED. N. 2 1/16"O.C. �� i OIC. I 2x WOOD BUCK TYP.,SEE — j I t o , 1"MIN. ANCHOR NOTE 3,SHT.1 I 2.04"i i 2.04" E.D.TYP. TYPICAL JAMB CLUSTER i 3.50"MIN i i 3.50"MIN. I FOR DETAILS„D"&"E„ L----------------------------- ---------------~-----------------j EXT — 2-TRACK.ASTRAGAL/INTERLOCK 2-TRACK.ASTRAGAL!INTERLOCK 1 3/8"MIN. 6 ANCHOR CLUSTER 8 ANCHOR CLUSTER SEE CHART,SHT. ASTRAGAL OR MAX. _� i INT. I .,SHIM r^ T^^•- — INTERLOCK , 1/4"TAAX.SHIM —y >: i �---CENTERLINE j WOOD ANCHOR TYP.,SEE I I 1x WOOD SEE CHART, t 7"MIN. , ANCHOR NOTE 2,SHT.1 r. , 3.50 ,�. BUCKTYP.,� I �`�r,..• SHT.1 I MIN.MIN. t DETAIL A,2-TRACK W/SCREEN FRAME HEAD GpF q•� OS ducemtaa+l .I 1 - + WOOD INSTALLATION NOTE 3,SHT.1 CONCRETE ='+ ' ' t 2.04"1 A n". I o I ANCHOR TYP., I ° j , 1"MIN. SEE ANCHOR .'•,.;•, ; 21116"O.C. i 4.05_1"____ _ _ _ _ _ 2 1/16"O.C. NOTE 1,SHT.1 1•;-•t L-------- ----� E.D.TYP. 2-TRACK,ASTRAGAL/INTERLOCK CONCRETE ANCHOR CLUSTER-C7 EXT. I +WOOODANCHO EXT. ETAIL D. .-iiRAC. FRAME JAMB 1 3(8"MIN. N�SEE HART,SHT.1 21116"O.C. 1/4" r 2x WOOD BUCK TYP.,SEE 1xWOOD MAX. SEE CHARSHIM ANCHOR NOTE 3,SHT.1 BUCK TYP., : : SHT.1 R TYP.,SEE SEE ANCHOR EXT. ANCHOR NOTE 2,SHT.1 NOTE 3,SHT.1 DF,TAIL>IY- RACI(FRAME HHHEAD� 1/4" r &WOODIINSTAL`&TION� MAX, J ONCRETE 1 3/8"MIN. SHIM WOOD ANCHOR TYP.,SEE 1/4"MAX.SHIM 1"MIN ONCRETE ANCHOR TYP., ANCHOR NOTE 2,SHT.1 E.D., SEE ANCHOR NOTE 1,SHT.1 TYP. D I SAIL F-.2-TRACK FRAME HH D PRODUCT RENONGD 2x WOOD BUCK TYP.,SEE G'ONCRETEl1NSTALLFAlION as complying with lho Florida 1/4"MAX. ANCHOR NOTE 3,SHT.1 Building Codo Q (SEE ANCHOR AeapianceNo 15 X2020 NOTE 5,SHT.1) 1/4"MAX. 2 1/16"O.C.,TYP. 13xpir anDaie 2 1/16"O.C. (SEE ANCHOR By r, WOOD ANCHOR NOTE 5,SHT.1) ONCRETE Miemi Dade P, act Condo, EXT. TYP.,SEE ANCHOR EXT. — 13/8"MIN. NOTE 2,SHT.1 �,I 1111 1"MIN I� #IA 2x WOOD BUCK TYP.,SEE ti j'''::r'". :":'':;`..;:.e,.; SEE CHART, 21/18" EXT. ANCHOR NOTE 3,SHT.1 ',«!,•:V: i'• SHT.1 ��,• �OENSE •. Q O.C.,TYP. E.D., ;.:..:. . :' '.:`'•.::'', ;. �.. TYP. DETAIL E.2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., ' DETAIL C.2-TRACK FRAME SILL WOOD INSTALLATION =Yr N0.58705 SEE ANCHOR NOTE 1,S — SE CHART, — _ WOOD INSTALLATION D TAIL G 2=TRACK FR9M08 L SHT.1 — rr G.ONCRETEIINSTALL"ATION =.p'•, �' w� 'J.eeR. 3102115 n D NO CHANGE THIS SHEET °soba"` SAF. nmssa,.� 1070ANCHORAGE,EXAMPLE CLUSTERS 7ECNNOLOOYORNE '�0 '••.,FLORIo?:••'�C-) J.J. 100/11/11 R NO CHANGE THIS SHEET NOKOMIS,FL 34275 SERIES 670 H.P.ALUM,SGD-NON-IMPACT SMC 02123110 B PER MIAMI DAVE COMMENTS P.O.BOX 1520 sem.. m.,c n.� LIN I I1+ o—ea: onto• v vma ow": NOXOMM FL 34274D�G A.LYNN UILLER,P.E. SMC 08105/08 RJA SGO070 H.P. NTS 6 d 10 PGT0003 D REX 58705 PANEL LETTER DETAIL'K'OR'L',SHT.8& NOTE: K SINGLE ANCHOR DETAILS'D'& 1.MAXIMUM NOMINAL INTERLOCK LOCKSTILE 'E',SHT.6 l f DETAIL'J',SHT.8 PANEL WIDTH FOR ALL PANEL CONFIGURATIONS , SINGLE 7 ^/ '_1 �_� EQUALS 48" INTERLOCK LOCKSTILE `% /q �✓ ASTRAGAL DETAIL'M',SHT.8 JJJ DETAIL T,SHT.8& D LOCKSTILE SINGLE EXTERIOR ANCHOR DETAILS W,'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 ASTRAGAL WIDTH IBOxOM INTERLOCK' OUT LRASTRAGAL SINGLE PANEL PANEL PANEL PANEL (Boxoc7q OUTffc INTERLOCK TYPE I TYPE TYPE I TYPE N ,R, ,L, .D, I ,P, ASTRAGAL SINGLE 97 7/8" moxot IN INTERLOCK I I MAX 108" C SINGLEEon ASTRAGAL I f I D.L.O.MAX.. (eoxlrp INTERLOCK IN I SEE I TMP. TMP' P SINGLE FIXED REINF. I NOTE REINF. INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK i T OXXO(2 TRACK) DETAIL'H',SHT.8& ASTRAGAL FIXED SEE FRAME& lsoxolRl OUT LOCKSTILE PANEL CORNER ANCHOR DETAILS'C'& T — CONSTRUCTION #8 X 1.00" G',SHT.6 ASTRAGAL, FIXED DETAILS BELOW PH SMS OPTIONAL #10 X 1.25" leoxrNl IN LOCKSTILE (OPTIONAL) TEK SCREW SFIXED ASTRAGAL (soxoDrl LOCKSTILE OUT _` FIXED ASTRAGAL . (BOX00 LOCKSTILE IN PROD I)LT Rf:th 11w F A comPm.No the FloriJa INTERIOR Acceptmca No Dace (ALL PANEL TYPES) #10 X 1.50" PH SMS FIXED PANEL EXTERIOR PANEL CORNER FRAME CORNER DETAIL DETAIL CLIP DETAIL HEAD SHOWN,SILL U u l u l APPLICABLE \�` � NOTE: �LYNN /// NOTES:1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL `: j),...EN3S•.,4,� REINFORCEMENT REQUIRED AT PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR Q x ANCHORAGE DETAILS. ^>Y N..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 (ITEM 103)AT FRAME JAMB OR ASTRAGAL. = O '• Tffsp, �:: J 03102116 D NOCHANGE THIS SHE ET PANEL TYPES/EXAMPLE ELEVATIONS Off '•• OR 01" 1070TECHNOLOGYDRNE � C NO CHANGE THIS SHEET NOKOMIS,a34275 TO• i��S�S'/�IV��,�?"` sMc Dan3i1G B PER MIAMI DADE COMMENTS SERIES 670 H.P.ALUM.SGD-NON-IMPACT P.O.BOX 1520 II tttt NOKOMIB,FL 34271 PUT"w� �` °i"� A.LYNN MILLER P.E. SSMC OR�=9 RAA SGD570H.P. NTS 7 a 10 PGT0003 D P.E.#58705 SEE FIXED PANEL CLIP 62 111 63 61 66 DETAIL,THIS SHEET 14 st 65 113 4 INTERIOR 5 to (ALL HORIZ.SECTIONS) 61 66 t22 5zt 6 EXTERIOR 61 75 113 ALL REINFORCED INTERLOCK 15 763 113 66 DETAIL'J' 112 53 113 106 105 DETAIL'L' ASTRAGAL 2 52 40 DETAIL'M' 52 51 t AT MIDSPAN 53 51 152 48 DETAIL W(FIXED PANEL) - 3" as 069 il-=g 52 51 3"DETAIL'P'SCREENATJAMB L p 12� DETAIL'N'SCREEN DETAIL'O'SCREEN 9/16" AT HEAD AT SILL FIXED PANEL CLIP REQ'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 t 19 4.055" 113 5 5' -1 71 09 -I FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 07 718" MAX. DETAIL'I' ED 25 EXT. DLO RODUCTgvIjht e2 TYP. complying with the FloridaF' wilding Coda /�11 20 cceptwtct No 60 Dote 18 4.055' 72 OR 73 iemi Rade Product Control 3.305' 71 2.665- 7 1.567" 11 LYNN Mile , 113 P:.•' %GENSE F'p FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 No.58705 DETAIL'H' S� J.R 0.y07/15 D ADDED#71 TODETAILSH&I,AND#f13TODETAIL J O V a tak 10707ECHNOLOGYDRNE VERTICAL&HORIZONTAL SECTION DETAILS �`�'•.,FtOR50�.•'G\� J.J. 10/11/11 C NOCHANOETHIS SHEET NOKOMIS,FL$4275 sMc oa/z3/fo �e PERMWNI DADE COMMENTS ao.eoxrs2e SERIES 670 P.ALUM,SGD-NON-IMPACT o—nsy:... Q„y�� — NOKOMIS�FL 34274 � 1=0070H., NTS 8 d 10 a� PGT0003 D A/LYP.E.A 58705 PE SMC OWNS ITEM PGT Dwg.# PGT.# Description ITEM I PGT Dwg.#I 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 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 1 112'X 1"X314'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 IGEMINI MORTICE 3-PLY LOCK W/LONG TRIM PLATE 22 17355 617355 SILL RISER-MED FLAT 76 71032X1 FPFX #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 78 17358 617368 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 71LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 100 6052 48052 ROLLER ADJ.HOLE PLUG 43 8152 68152 SCREEN INTERLOCK ADAPTER 101 72087 JAMB BUMPER 44 4426 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 FIXED 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 KR-RECESSED INTERIOR WITH THUMB TURN 52 1694 61694 SCREEN SPLINE-.150 110 1732 76178 HANDLE KIT-RECESSED EXTERIOR PULL 53 61816020 SCREEN CLOTH 111 710)04PPSDAX#10 X 3/4"PH.PN.TEK-S.S. 54 1725 1/2"x 4"x 1/16"SRTING BLOCK 112 1235 67616 WSTP,.270 X.170-FIN SEAL 55 1726 1"X4"X1116"SITTING BLOCK 113 1712 64066 .187 X.230 FINSEAL 114 71OX115PPX #10X1112' PRODU(.'PRENStVGD 200 GLASS 3116TEMPERED 115 710XPPT #10X1" ns—Flying with the Florida 201 GLASS 1/4 TEMPERED 116 720X1X #14.20X1"ST.STL. Dompla Cence11 5��1 •� 208 GLASS IG 3116-3/16 FULLY TEMPERED 117 72OX112X #14-20 X1.6"ST.STL. ale e`sp 209 GLASS IG 114.1M FULLY TEMPERED 121 17353 'O'PANEL BRACKET ` 122 #10X1 1/4"TEK SCREW Miami Dade Product COMro� LYNN , NOTE:ALL ALUMINUM=6063-T6 \�P ..•'��cENs�'•eFp _ No.58706 03/02115 D NOCHANGE THIS SHEETPARTS LIST '.fir'•• S" F \ \ f070TECHNOLOGYDRNE '' FL Ok1D1`••' '�� J.J. 10/11/1 f C NO CHANGE THIS SHEET NOXOMIS,FL 30276 T°' ',F�S� ''•••••..••' \ P.O. oxrsze SERIES 670 H.P.ALUM.SGD-NON-IMPACT ;S/OlVAI_ \ SMC 02123110 B PER MIAMI DADE COMMENTS edwxu,r sort• sn..c tt.Nvxa n... IlLba txr nsr- oro: pro. NOKOMIS,FL 34276 o d A.CURE SS70 P.E. SMC 08105/09 RMA 8017870 H.P. NTS 9 10 PGT0003 D P.E.#55705 1.303" 0.718" 1.050" 0.83"I� 1.050"D 1.36" 1.003" 0.325" 0.06 0.779" 0.752" 0.290" 0.757" 1.36' 140.062" 0.062" 0.264 0.080" 0.050" � 0.050" 0.081" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(SINGLE) GLAZING BEAD(I.G.) SILL TRACK (79)MAT'L:6063-T6 FIXED PANEL CLIP (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (78)MAT'L:6063-T6 (11)MAT'L:6063-T6 (105)MAT'L:6063-T6 4.125" � 6.198" 4.49" 6.198" 0.081" 'LI 1.505" 0.062" 1.304" 1.211" 5.069" I� 0.081" I�-- 3.25" -�I 2-TRACK HEAD W/SCREEN TRACK 0.080" 2-TRACK SILL TOP/BOTTOM BOTTOM RAIL (2)MAT'L:6063-T6 T 0'232" (7)MAT'L:6063-T6 (69)MAIL:6063-T6 3,979" q" 7"I'ML 9L� I 6.221" " 2-TRACK JAMB K 0.062" --�11�- � 1.505" 2-TRACK JAMB SCREEN TRACK 0.075" (14)MATL:6063-T6 (15)MAT'L:6063-T6 0.133" 1 6„ 1.645 (18) FLAT SILL RISER (18)MAT'L:6063-T6 1.872" �- 0.080" 2-TRACK SILL W1 SCREEN TRACK Fes- 3.125" ► 0,ST (8)MAT'L:6063-T6 HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1,019" 1 (61)MAT'L:6063-T6 (68)MAT'L:6063-T6 0.062" L 5.069" 1.654" SCREEN STILET 0.062" L} II II 0.709" (40)MAT'L:6063-T6 0.080" J U U� 1.045" �jj 1.888" 1.211"0.080" 1.254" " 0.5501. 081" 1.993'_V- 0.062" �f FIXED PANEL RETAINER 2-TRACK HEAD 0.875" 1.739 (106)MAT'L:6083-T6 (1)MAT'L:6063-T6 0.250" SCREEN TOP RAIL INTERLOCK REINFORCEMENT 0.750" (66)MAIL:6063-T6 (45)MAIL:6063-T6 1 g93" (62)MAT'L:6063-T6 r- 0.232" 0.760"(A EL LENGTH-9") L 0.062" 0.062" PRODUCT RENEWED SCREEN BTM.RAIL 0.232" to oompiying adth the Florida 0.082" Building Colo 0.750" (48)MAT'Li6063-T6-T6 Aectptwtco a{p, 0.232" B�irath DatAt e / "0.062" 0.9P6 3.955" Miami Dade Produc WWI 4.055" 3.305 FT tl111111 2.455" 11 � � 2.555" 0.062" \\� ,N,LYNN gd] 1.567, �1�; ��GCNSF''•,FP �� 0.062" -�I+- 0.062" 0.062" -I I►- s�: N0.68705- 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 _ j� < 24 MAIL:6063-T6 (23)MAT'L:6063-T6 21 MAT'L:6063-T6 (19)MAT'L:6063-T6 (20}MAIL:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 p ` 2 � Lrl; wv"ae� o"av 8M•w,,. '%� S f, OF �/: JR. 09/01/15 D NO CHANGE THIS SHEET LOS DRIVE EXTRUSIONS '��,(��••, FLOR�pP,.•'�C� aawoau f0707ECHNO J.J. 10/11/11 C NO CHANGE THIS SHEET NOKOMIS,Ft34275 '�s`SIU�IA� agar SERIES 670 H.P.ALUM.SGD-NON-IMPACT SMC 02/23/10 B PER MIAMI DADE COMMENTS P.O.Sox 4520 s - am 1�t t t t onr nom'mb. anebd o - NOKOMIS,FL 34274 ® A.LYNN M�ILL�R P.E. SMC 08/05/09 Rm SODB70H.P. NTS 10 a 10 PGT0003 D p,E.058705