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HomeMy WebLinkAboutNotice of Acceptance ' I M IAM FDADE MIAMI-DADE COUNTY ib PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,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 in 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 =-NI including the High V2110es ' urricane Zone. DESCRIPTION: "SGD-670"Aluminum Sliding Glass Doors w/90°,& 135° APPROVAL DOC o. ev ,titled"Series 670 um Non-Impact ,sheets 1 through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on,06/08/16, signed and sealed by Lynn Miller,P.E.,bearing the Miami-D Product Control Revision stamp with the Notic a of Acceptance number and expiration date by the rINCG.:None:A ade Coun Product Control Section. MISSILE IMPACT p oved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thru 3.See sheets 6, 7 and 8 for Design Pressures(DP),glass types, Sill Type for Positive DP limits,applicable Standard or Heavy Duty parts and anchorage requirement's. See sheet 10 for straight configured units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Buil i ding official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure toy 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!manufacturerlor its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. _ 9 NOA No. 16- 629-. MIAMI•DADE COUNTY x iration Date: A ri107,20 III'"'a ► P Apprbva 72016 Page 1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22, prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn Miller,P.E. i B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202794 2)Large Missile Impact Test per FBC, TAS 201-94 11 3) Cyclic Wind Pressure Loading per FBC;TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/ TPS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing,Laboratory, Inc.,Test Reports'No(s)FTL-8717,FTL-�8970 and FTL-8968,dated 02/15/16, 06/07/il6 and 06/20/16, all signed& sealed by Idalmis Ortega, P.E. 2. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 1 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 1 4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS�202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-5979,FTL-5980,FTL- 5994,FTL-6002,FTL-6034&FTL-6035, dated 08/10/09, all signed& sealed by Julio Gonzales, P.E. (All above test reports submitted under files# 14-0123.11,#11-1018.17/#09-0826.13) 2. Reference Test reports on 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air PressurelTest,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC, TASK 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC2411.3.2.1 (b) and TAS 202-94 Along w/marked-up drawings and installation diagram of Aluminum SlidinglGlass Doors,prepared by Fenestration Testing Laboratory, Inc.,Test Reports NoFTL-7554, dated 11/01/13, signed& sealed by Marlin D.Brinson,P.E(This file has addendum letter dated 08/14/14 &marked-up drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13,all issued by Fenestration Testing 3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18. 4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202 &203-94, issued by Fenestration Testing lab (Test report submitted under file 415-0430.08). C. CALCULATIONS (submitted under file#14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15,sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E. 2. Glazing complies with ASTME-1300-02,-04 &-09. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07,2020 Approval Date: July 21,2016 E-1 I PGT Industries,Inc. i i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I I i D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1 None. j I F. STATEMENTS (submitted under file#14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5'h Edition)and"No financial interest",prepared by PGT, signed&sealed by Lynn Miller,!P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#15-1013.14,expiring April 07,2020. 2. Test proposal# 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2614 (51h edition). 4. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon,P.E. 5. Test proposals No(s) 09-0177, 0177-A,B& C approved by BCCO. I I - d i I a I i Is aq 1.Chanda,P.E. Product Control Examiner I NOA No.16-0629.03 Expiration Date: April 07,2020 Approval Date: July 21,2016 E-2 � 1 I i SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA: Frame Min.Edge Min INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Substrate Member Distance" Embedment GENERAL NOTES Concrete(min.2.85 ksp a 19iIVJamb t• 13/8' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5, t 1l4'Elco Ultreeon Grouted n utetl CMU,(ASTM G90) Jamb only 2-t12' 1.1 CM 2-1I2" I-T4" 2)DESIGN PRESSURES: Concrete(min.3.35 ksi) Head/SIIVJamb 1' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 114 Elco at 2 Etc ex Ungrouted CMU,(ASTM O90) Jamb only 2.1/2" 1-1/4" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southern Pine(SG--0.551 Head/SIII/Jamb 1' 1.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4"Boo Ultrecon Concrete(min.2.85 ksp Hea I — — "'A- --:�) PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un9routed CMU ASTM C90 Jamb only 1• 1-114' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG=0.55) Head/SilVJamb 9/16" 1-318" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,S.S or410 Aluminum,6063 T5• Head/Silt/Jamb 3/8 0.063 4 3 (min.111hreadslin)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S.S. MS, Steel,A36' Head/SIIt/Jamb 3/8" 0.050• r. 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,in.3 G5 33" HeadISIIVJamb -1/2 01-318" NARROW JOINT SEALANT. Concrete(min.3.275 Rai) HeadlSIIonly 1-1/2' 1�18" 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114"Elco 18-8 S.S. Ungrouted CMU,(ASTM Q90) Jamb only 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre Getor Grouted CMU(ASTM G90,min.2 Kai grout) Jamb only 2° 2` 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine SG=0.55) Head/SIII/Jamb 1' 1-3/8" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southern Pine 3J5' 55) Head/Sill/Jamb 918" 6063 8 DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT a#1:2,:1-th MS G5, Aluminum,sOs3 TS' HeadISIII/Jamb 318" 0.063' eadslin) Steel,A36• Head/SIIVJamb 31V 0.050" FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33 Head/SIIVJamb 3/8• 0.0451' TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-7554 AND ATI 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA DRAWING MAP 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURES.......6-8 ?R0DucvR6vW8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 "`�vh+w.ht,dr 4Torfdt MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT b"M Fide ELEVATIONS.....................15,16 AeatprNce +t1b 06ZF,03 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30lf FELT PAPER OR MASTIC IS PANEL 1 SILL TYPES.........17 Patwrhiee bete AA,tp 7421 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 6 L>t."T ( � — — — -- PARTS-LIST...—........:.:.......... ---- -- EXTRU S I O N S....................21,22 TABLE B,SEE DETAILS ON SHEETS 4&5: STANDARDS USED: Glass Description(Listed from E)deriorto Interior) •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Type -ASTM E1300-09 01 3/16"TEMPERED GLASS •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL,ADM-2010 — - --� -- -. TEMP-ERED.GLAS ----- _--*AISIS100_071S2_2010 • 6"TEMPERED GLASS+5/8"AIRSPACE+3/16'TEMPERED GLASS - --- - --- - C`t. �_• `"'-`� G2A 1"I.G.:114"TEMPERED GLASS+1121 AIRSPACE+114'TEMPERED GLASS DESIGN PRESSURE RATING IMPACT RATING 'C SEE TABLES 1,2&3 ON I NOT RATED FOR MISSILE rro.Se,05 ; SHEETS 6,7 8 B IMPACT RESISTANCE -S- Jr" 0 705/16 ADDED SPACERS TO SHEET 5. °iN1p` N�VES� aa2 SpgryE GENERAL NOTES AND MAP a. reat}aed 1600 SERIES 670 ALUM.SGD-NON-IMPACT �r+me avt cure u..`o� a^' A.LVNN MILLER P.E. W. 072N14 ara CERT.OFAU7H.C1827a ® SGP6'70 NTS 1 °22 PGTOI2B B P.E.#58705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH N PANEL WIDTH pXXXXp-pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 Aw 13 PER TABLES 1-3 1 13 CAN BE OXXXp. 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc I � G Jw Jc I� MAX MAX.UNIT 3 19 1 14 j o O o 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. Izya•q UNIT / Imam HEIGHT / 1 1 '¢z HEIGHT / 19 I ti a rc "X" PER TABLES 1-3 / i ~ PER TABLES 13 OPERABLE PANEL, I o I o w "O"=INOPERABLE PANEL, ,au "p"=POCKET c I POCKET I w DETAIL LETTER � w'=WOOD OR METAL INSTALLATION -PANEL t 13 2-PANEL 'c" CONCRETE INSTALLATION %NFIGURATIONS CONFIGURATIO 1 13 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM. ANEL W IDTH Aw c w c NO ANEL WIDTH Ac c c PTABLESt 13 1 ,3 2 13 t 2 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1,866" IDTH PE TABLETH 912 19 t i ;UNIT all MAX.UNITt3 9 1s 1w oa 14 4 I j p'q HEIGHT I m a m ►RODUC I'REVIGEO HEIGHT 19 i w¢w PER 1 13 19 I 1 Ic w p,n.ph;.s�ny aeFloAdr PE TABLES 13 iw cL o-3TABLES1 w howq � 03 / POCKET m / / / POCKET j h k - -s.r- -.r�r-- r� 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 13 1w 13 1 13 1 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WI Ac NOM.PANEL WIDTH 1 -PER-TABLES-1-3- 3 1 13i 12 13 _ PER TABLES 1-3 ec Jw Jc I I 1 - — -- 1 1 - —_ - - - —--- 1 1 W9 91 19 14 1 c I p'o MAX.UNIT i SEE MAX.UNIT 1 i3 1s 19 / 1 1 i j a y HEIGHT 1- NOTE HEIGHT 1 13 19 1s ,s 1s / ¢w PER 2,THis PER TABLES 13 TABLES I-3 / � / SHEET. POCKET I w EXTERIOR 1 1 <�� QGEp ..'e6' 11L5-PANEL CONFIGURATIONS J r , ,3 = CORNER,TYP. ,w 3 No.5C705 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) �„ _ 197a rEcl+NococYDRIVEju.T--S...70 EXAMPLE CONFIGURATIONS ., .<o�lr,�,.• N.VENICE,FL 34275 '`i`.�.`!(i„•�" <.r.-';. M�or �,,, o-,� SERIES 670 ALUM.SGD-NON-IMPACT ;, u� cnootea Dabz — d.a a..MM�+. w"' A.LYNN'I�ILL�R,P.E. JR 0-1111 CERi OFAU7H.u29296 NT3 2 22 PGT0128 B P.E.#58795 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw-,"Jc","KW OR"Kc"INSTALLATION. NOM.PANEL WIDTH w Ac w c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 t 1 13 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION —� r--- CAN BE OXXXp. 13 1a 1s 1s t 1sa 1c2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION 1 13t9 1 is 1a 1 i o o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT I / I zyHEIGHT, 1 s 1s 1s 19 / w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" I xx "X"=OPERABLE PANEL, J POCKET I y "O"=INOPERABLE PANEL, P. =POCKET 6-PANEL CONFIGURATIONS 1 DETAIL LETTER MAX.UNIT WIDTH =WOOD OR METAL INSTALLATION ® "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH ac r Cc SHEET NUMBER PER TABLES 1-3 12 13 1 13 1 13 Jw Jc I DLO WIDTH=NOM.PANEL WIDTH-7" 1 13 s s 1 14 1a i Q DLO HEIGHT=DOOR UNIT HEIGHT-10.125" - MAX.UNIT 13 1s 1s 1s 19 1s 1s 1a 1 I z o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" HEIGHT 1 13 1s 1s 19 1 is I man pRODUf,f REVISED PER TABLES 1-3 / / lY / / / / / / I A eampl7ing.ri+Y 1M1e flot1M I� I a y� iwding 6n1e / / AeeeVLxe Yn 4 �I 03i j F.�Mirri��DYfe 7-PANEL CONFIGURATIONS w Fc RI11/ c(Cn�n� 12 13 1 3 1 MAX.UNIT WIDTH NOM.PANEL WIDTH c 1 1 13 - - --P-ER-TABLES 1-3= ON ru 1 13 1 1 MAX.UNIT 1 13 is 9 19 1s t9 19 HEIGHT 1 13 19 1 19 t iww PER TABLES 1-3 /�IL / / � qa� llil;lllf POCKET I h ..�• .. ..... � ii _I\ `iCFN,�' 8-PANEL CONFIGURATIONS 1 t3 1 1 1 13 '` Na.se;ns STa E 0 1070 TECNNOLOGYDRIVE EXAMPLE CONFIGURATIONS f?S`,.Fto-lop".. N.VENICE,FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT omm wm cneeua oar a.►.�ume s� a.3 A.LYNN P.E. MILLER. JR 02,20/14 CERT.OFAUTH.OZ M ® SGD4370 NT3 3 °�22 POT0128 B PEASB705 GLAZING DETAILS (G1 &G1A) 3/16"T GLASS X3/4 EXTERIOR B a EXTERIOR 3/16"TEMPERED GLASS,TYPE G1 ntooucraevtsEo M rNd)irtg wild the FlarMl� At+ttpB s 06Z 1 Arrrpuw'e�"1(��3 EarirwLt 6.tr�� 1/4"T GLASS 74 EXTERIOR 82 a 3!4"NO . GLASS -- -- -- -- -- - --- - ---- - ----- 78 — -- --BITE— —-- - -- — — — 54 tti "-174"-TEMPERED_GLASS-TYPE-G1A-- GLAZING NOTES: "T"=TEMPERED _ u r, 6ewd6y o.m: r:own"� �0 -..�•�; i%,l E O /!� 1070TECHNCLOGYD GLAZING DETAILS ,•.. ,,,f,��•.•',;z';. N.vENic�F7 34275 SERIES 670 ALUM.SGD-NON-IMPACT f94¢480.1600 :•v.N..: st,mnner.' s�MSG70 NTS k-PG LYNN'hLER,P.E. CRT.OFAU7N.#2R296 4m22 - T012B ^B PE#58705 JR 02,20114 I GLAZING DETAILS(G2& G2A) SILICONE HOT-MELT BUTYL ` STRUCTURAL i 1"NOM. SILICONE STRUCTURAL - �3H6"NOM. { POLYISOBUTYLEN ^1/4'NO.M. FOAM K 3116"T GLASS WITH DESICCANT WITH DESICCANT s 5/8"AIR SPACE EXT.GLASS EXT.GLASS 3/16'T GLASS I 74 EXTERIOR INT.GLASS INT.GLASS a63 124-127 �314�"NOM. 124KODISPACE SUPER GSS 4SG TPS SPACER NXT7M y BITE i 79 j 55 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA 1"I.G.GLASS,TYPE G2 BUTYLENE 5I18-NOj SEAL 5116'NOM. BUM& r-SILICONE SEAL DESICCANT ROLL-FORMED ►RODQCtRo oft me FOAM STAINLESS STEEL trmopt}YLtwNDlleF7Mf6L EXT.GLASS /6-oGzy.o3 1'NOM. EXT.GLASS E 1/4"T GLASS t prwm tCa_ ? INT.GLASS VINT.GLASS 1/2"AIR SPACE 1/4'T GLASS DURASEAL© XL EDGE m 74 ,ze SPACER 727 SPACER ' EXTERIOR a 83 Y 124-127---- — 3/4'NOM. - -- ----- Part# - -- Description - ---Material -- --- --- -- GLASS 124 Kommeding 4SG TPS Spacer System + BITE See this f 125 Quanex Super Spacer nXT with Hat Melt Butyl Sheet for tto 126 Quanex Duraseal Materials t 79 127 Cardinal XL Edge Spacer 1 ss 1REFERENCE TEST REPORTS:FTL•8717,8968&8970 \\ 414 V I.G.GLASS,-TYPE G2A �0.58105 - GLAZING NOTES: -k: j 'r=TEMPERED we.,aJRer •. TB pI: �•: 05/05M6 B ADDED SPACERS. 'Q ^ N ro7o7Ec++Nouacrawv G1 AZ1NG DETAILS = G�•'• Floa\OF��C9, i M VENICE FL 34275 m. � rsayraalsoo a .SERIES 670ALUM.SGD-NON-IMPACT tiSLSYNIONMNILPEL,P•`.E NTS T0128 P.E.a se7oscSr.OFAUM 429M rra570 JRa m 5 -22FIG ! TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Qu antities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP Forcomer astragal anchorage on 901 or 1351 carer units,see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and Door Unit Height Sill Riser Height OH LENGTH so, 84' 90' 96' res Design the Stites (+)Dal types shown below. (Flat or Box,see F- 69•!8'DLO 73-T18'DLO 737l8'DLO Pressure,psf = Pasdrva(+)Table may be united by Anchor Group Anchor Group Anchor Gmup Anchor Group Sheet 17) O Table 1A. OH LENGTH 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2° see note 3 OH RATIO=OH HEIGHT = OOI OH RATIO z 1 D1v g n Pressure +90.01427.1 +90.01-120 +90.01410.8 +90.01402.9 24' 17° Heed/Sill Cd+1 C4+1 C4+1 G4+1 C4+1 (it+1 C4+1 CA+1 C4+1 C9+1 C4+1 C4+1 C4+1 (i1+1 C4*1 Ct*1 Medium-3.1/4° +60.0 =O OLO Jamb 8 8 8 a B B 8 a B 8 B 8 8 I 8 1 8 1 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 7+8 7+9 7+8 1 7+8 1 7+6 7+8 1 7+6 1 7+8 1 7+8 - Design Pressure +90.0/-105.3 +90.01-100.2 +90.0/-02.2 +85.3/d5.3 SEE NOTES 1-3 SEE NOTE 3 3D° 23" Head1S91 C1+1 C4+1 C4+1 I CA+1 G N 4+1 C4+1 G4+1 CA G4+1 G+1 G4+1 C4+1 C4+1 G+1 C4+1 C4+1 DLO Jamb 6 9 a 8 8 1 8 1 9 1 a 8 8 a 8 8 0 1 8 1 8 P-hook 6+7 1 6+7 1 6+7 1 6+1 7+8 1 7+6 1 7+8 1 7+8 7+8 7+8 7+8 7+8 NOTES: 'Des n Pressure 1 1 +90.0/-929 +87.31-87.3 +e0.0/-80 +73.8/-73.8 1 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. 16„ 2' Head/Sill G4+1 C4+1 G4+2 GA+2 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4-1 *1 C4+1 C1N C4+1 C4+1 ) Jamb 8 6 8 8 8 8 a 8 8 8 B 6 8 8 Pfiook a+7 a+7 6+7 s+7 7+e 7+a 4118 7+a 7+e 7+8 1+e 6 7+8 7+e 7+8 7+ 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Des n Pressure +83.7/.83.7 +78.41-78.4 +71.61-71.6 THE 3-114'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, m 35' Head[Sill G4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4*2 G4+2 C4+1 C4+1 C4+2 CA+2 C4+1 C4+1 C4+2 Gt+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE a 42 IX.0 Jamb 8 8 8 8 B a 8 a 8 a B 8 8 a 8 8 c P-l' 6*7 6+7 B+7 6+7 7+a 1+8 (+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 1A. E Des'nPressure +77.1/-T7.1 +7201-72 +65.51-65.5 +60.0/50 41" Head/sill C4+2 c1+2 G4+2 Gx+2 c4+2 C4+2 c4+z c1+2 ca+2 G4+2 C4+2 C4+2 G4+2 C4+2 C4+2 G4+2 3)4",3-1/4'AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS 4a^ DLO Jamb 8 a e a 6 8 a 8 e a a 8 s B a B THE 1-1/2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook s+7 a+7 6+7 6+7 7+1 7+e 7+6 7+a 7+8 7+8 7+e 7+6 7+e 7+e 7+8 7-81 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Design Pressure +725/-725 +67.4/57.4 +61.0/51 +54.71-54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA �„ 47" Head/Sill C4+2 C4+2 C4+2 C41+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO Jamb a a a a B. a a B a e 0 a e e s 6 INFILTRATION. P-hock 6+7 6+7 6+7 8+7 7+8 7+B 7+B 7+8 7+a 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 7+8 Des'n Pressure +69.1/59.1 +64.01-64 +57.6157.6 +50.6/50.5 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT �„ SY Head/Sill C4+2 CA+2 C4*3 C4+3 C4+2 G1+2 C4+3 C4+3 G4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLo Jamb e a e e a a e a a e a a a a e a INFORMATION. P-hook 6+7 6+7 6+7 6+7 7*0 7+8 7+8 7+8 7+8 7+ts 7+6 7+8 7+8 1 7+8 1 7+8 I 7+a FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. ►RODUCCREVISED PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" -tarptring wily toe Florl h ha dial A`nWree No -OLZ .p THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. ! � Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ (�� 1 t -- —Interlock P-hook- Lockstile @.lamb. 6_ `5`'`(^y Assembly— Straight Astragal---- Assembly—-- -90°-Astragal— -Assembly --.135°Astragal iHdr rudret Coa4toi Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile InsideStandard Astragal Outside Corner Outside Corner 4y - , Corner or Inside In_sideCorner'II Corner O!sIde - — — ---- —----- -- ------Corner— Part#60(Stile) Part#61(Stile) �- Part#61(Stile) •?�'`•"' `� " Part#119(Out.) 5 ,,�CE`lSr. '•.`?� Part It60(x2) Part#60 Part#60 Part 460 Part 4118(Corner Parts#31&#32 Part#67(Astragal) Part#120(In.) Receiver) (Corn.&Fxd Mount) ;,Ia.58705 1070TECHNOLOGYDRIVE ANCHORAGE w `k••''•Fceato�.•'t' •.,.. �By. Deft- a ••.......• y.r,• N.VENICF Fl.51275 try •.-.;/^ �• d- (NIN8a•1600 SERIES 670ALUM.SGD-NON-IMPACT : '`'�; e.r°ame ilea I w..+v+a �- A. NMI LLER,P.E. OnnBj 0°" fe B °�` cEtn oE4urx kz02ae ® SGns7o NTS 6 -22 POT0128 JR 0020/14 P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP For ccnar astragal anchorage on 90°or 135'comer units,see sheet 11 (Water Infiltration Rating) Table applies to a8 Glass types and Door Unit He(ht the StIINAstra9al types ahoen �- so' 98 tar 18" 11a• 120• Sill Riser Height + Des'n below.e/s tra(+)types may be 89-718•DLO 73•IB'DLO 79-7/B•DLO BS- DLO 81-778'DLO B7-7I8"DLO 103-71e- p 109.7/8-DLO ( ) Anc Group AnchorGmup ne orGmup Anchor Group Anc rGmu ArlehorGroup ne or Group AnehorOmup (FlataBox,gee Pressure,psf limited by Table 2A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 _ 4 Sheet 17) Pes nPressure +90.0/-140.0 +90.0/-/33.0 +900/-122.0 +90.0/-1f4.0 +90.01-106.0 +90.0/-99.0 +90.01-93.0 +8&0/-8ao Flush-l-1/2" see note 3 24' 17' j—'n dlSlll C4+i C4+1 C4N C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CAN O1N CA+1 C4+1 CA+7 CA*1 C6+1 C,D C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4*1 LOW-2-112' +46.67 DLOmh 8 8 8 8 B 8 8 B B B 8 8 9 e 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 i0 ook 6+7 7+a 7+8 7+8 7+8 7+B 7, 78 7+8 7+e 7+8 7+8 7+e 7+8 7+8 7+8 8+B 8+9 a+B Br9 8+9 8+9 8+9 8+9 9+70 9+10 9+10 9r10 9+10 10 9+10 9+10 Medium-3.1(4° +60Pressure +90,01-141.8 +90.01.133.6 +90.0/-122.9 +90.0/4138 +90.0/-705.9 +90.01-99.1 .90.0/53.1 *87.8'-87.81, 23' diSin C5+1 CS+1 C5+2 C5+2 Cs+1 CS+1 C5+2 CS+2 C5+1 C5+t C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 CSN C5+1 C5+1 C5+1 CS+1 Cs+t Cs+t GSN CS«1 C5+1 CS+1 c5r1 csN C5+1 CS+1 SEE NOTES 1-3 DLOmb 8 8 10 8' B a 10 8 B a 10B8B108101010 10 10 10 10 10 10 10 10 10 10 10 10 10 ook 7+a 8+9 6+9 8+9 7+8 8+9 B+9 8+9 7+8 8+e 8+9 8+9 7+8 8a9 a+9 8+9 8+9 Br9 eaB 8+8 9+9 B+B a+9 8+9 9N0 9+10 9+10 9+10 9+10 9+10 9+10 9+1P—sure +90.01-123.9 +90,01-119.4 +90.01-106.7 +90.01-98.5 +90.01-91.4 +85.31-85.3 +80.0/-80.038' 29' d/Sil C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 c5+2 CS+2 CS+2 C5+7 C5N CSr2 C5+2 C5+1C5+1C5C5+1 C5+1 CSN C5+1 Cs+1 C5N C5+1 C5+DLOmb 8 8 10 B 8 a 10 8 B B 10 8 9 8 10 B 10 10 10 10 10 10 10 10 16 10 10 10 10 10 10 10hook 7+8 8+9 B+9 8+9 7+B 8+9 8+9 8+9 7+8 8+9 Br9 8+9 7+8 8+9 B+B 8+9 8+9 8+9 ea9 8a9 8+9 8+9 B+9 8+9 9+10 9+t0 9+10 9+10 9+10 9+10 9+10 9+10Pressure +90.0/•111.6 +90.01-104.5 +90.01-95.4 +87.81-87.8 r51.3/-81.3 +7&7/-75.7 +70.8/-70.6 +66.51.66.5 4735' dlSiO CSa2 CS+2 C5+2 CS+2 CS+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2C5+2 CSr2 CSr2 Csr2 CS+2 CS+2 CBa1 CSai C5+2 CS+2 C5+1 CS+1 C5+2 C6+2DLOmb 8 9 10 B B a 10 a8 8 1088 B 10 B 10 10 10 10 10 1D 10 10 10 10 10 10 1010 10 10ook 7+8 8+9 9+9 8+9 7+8 8+B 8+9 8+9 7+8 8+9 8+9 a+9 7+8 8+9 B+B B+9 8+9 8+9 8+9 Br9 8+9 8+9 9+9 8+9 9N0 9+10 9+10 9N0 9+10 9+10 9+10 8+10 Pressure +90.0/-102.9 ♦90.01-96.0 +87.31.87.3 +80.0/-80.0 +73.8/-73.8 +68.61-es.6 +64.0/-64.0 +60.0/-60.0 41' Head/Si8 C5+2 C5+2 C5r3 CSr3 C5+2 C5+2 C5+2 C5+2 C5+2 CSr2 2%2 C5+2 C5+2 C5+2 C5r2 C5+2 C5+2 C5+2 E+2 C5+2 c5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CSr2 C5+2 C5+2 C5+2 C5+2 CSr2 DLO WIDTH= DLO Jamb 8 B 10 8 8 8 10 8 B B 10 8 B 8 10 8 10 10 10 10 10 10 10 10 10 10 10 1D 10 10 10 10 Phook 7+8 8+9 8+9 8+9 7+B 6+9 9+9 8+9 7+8 3+9 a+B 8+9 7+8 5+9 8+9 8+0 8+9 6+9 8+9 8.9 B+9 9+9 a+9 8rB 9+10 9+10 9+70 9+f0 9+10 9+10 9+10 9+10 NOM.PANEL WIDTH-7" Design Pressure *830/-83.0 +77.21-77.2 +69.8/-M.8 +63.81-63.8 �, 4r Headl9ill C4+2 C4+2 C5+3 CS+3 C4+2 C4+2 CS♦2 C5+2 C4+2 C4+2 CS+2 CS+2 CO+2 C4+2 C5+2 C5+2 _ DLO HEIGHT= DLO Jamb 8 8 B e e B 8 8 8 e a B 8 e e a DOOR UNIT HEIGHT-10.125" P-hook 6+7 7+B F.8 7+8 7+8 7+8 7+8 7+8 7+8 7+1 7+8 7+8 7+8 7+B 7+8 7+8 Not available In these sizes Pressure +702/-79.2 +73.3/-73.3 +66.0/L6.0 +60.01 .0 kTDo.fgn Haed/Sil C4+3 C4+3 C6+3 C5+3 C4+3 C4+3 CS+3 C5+3 CA+2 C4+2 C5+3 C5+3 C4+2 C4+2 CS+ CS+2 PANEL HEIGHT=Jamb a a e e e e B e e B e 8 a e e e DOOR UNIT HEIGHT-1.866" P4rook 6+7 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+a 7+8 7+8 7«8 7+8 7+8 7+8 O= EXAMPLE ON SHEET 9 ►RODVCf REVISED ee—plyiaq with the Florid, THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Wts a8l ads Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ A—k'`r Noc Interlock P-hook Lockstile @ lamb Assembly straight Astragal Assembly 90'Astragal Assembly 135'Astragal P Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile - StandardAstra al Inside M'.Qsir relCe+leol g Outside C`• Outside Corner Corner Inside ��► t�rd1 Corner Outside LL Inside Cor Corner - - -- ---------- -- Part#61-(Stile)---- Part#61-(Stile)--- Part#61(x2) Part#61 Part#61 Part#61(Stile) Part#61 Part#118(Corner Part 1Fi19(Out.) Parts#31&#32 Part H61 Part#67(Astragal) Receiver) Part 4120(In.) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH - - - — 3)4"7-3-1/4"-AND 2-1/2=SILL HEIGHTS•ARE-TESTED FOR-WATER.INEILTRAT.ION-WHEREAS-THE 1-1/2'"-SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = o OH RATIO Z 1 WATER INFILTRATION. z0 0 ' No.Sc705 J' 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. _ 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH - 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. = O OH RATIO 6H HEIGHT 8/C SEE NOTE 3 J.'r„ . S'tA.T,Ur ,dJ; /bn46y. Rwtrb+c a�at+br ' 1070 TECNNOLOGYDRNE DPANDANCHORAGE ;ti .' •-:..... ,,..,_.. ' N.VENICE,FL 34275 ria° ..•' �•v' . xe,m,c 'r,•r,''; ':'� (94u4ao-1600 SERIES 670ALUM,SGD-NON-IMPACT s.t seas s� — osKvw ae.: A.LYNN MILLER,P.E. era` —By °� CERT.OFAUrH P19PB6 RIT SGD-670 HITS 7 d 22 PGTO128 B P.E.#58705 JR OZWf4 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) SIll Height to Max.(+)DP For comer astragal anchorage on 90'or 135•comer units,see sheet 11 (Water Infiltration Rating) II Table applies to all Glass types and Door Unit Height Sill Riser Height + OH LENGTH F� pp yp 90• 64' 90' 96' ( )Design the Stile/Astragal types shown (Flat or Box,see I- 69.7/8'DLO 73-7/8'DLO 79-7I8"DLO 8`r7/8'OLO Pressure,p5f = below.Posithe(+)DP may be Sheet 17) U, Anchor Type Anchor Type Anchor Type Anchor Type limited by Table 3A. Flush-1-1/2" see note 3 w 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 = p OHRATIOz1 Design Pressure + _ , + - + . - + - Low-2-1/2" +46.67 = o 24' 17" Heed/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 2 4+1 C4+1 C4+1 Medium-3-1/4" +60.0 O DLO Jamb 8 8 8 8 B a 8 8 a 8 8 6 8 a 9 8 High-4' +90.0 P-hook 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+e SEE NOTES 1-3 Design Pressure +90.0/-159.5 +90.01-150.3 +90.01-138.2 +90.01-128 30" 23" HeadIS91 C5+2 C5+2 C6+2 C6+2 C5+2 CS+2 C6+2 Ce+2 C5+1 CS+1 C6+2 C6+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH DLO Jamb 8 8 10 8 B 11 10 8 8 8 10 8 8 8 10 8 OH RATIO=OH HEIGHT P-hook 8+9 9+10 9+10 9+10 J. 9+10 9+10 9+10 a+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 NOTES: Design Pressure +so.o/-139.4 +90.0/-130.9 +90.01-120 +90.01-110.8 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. 36" 29" Head/Sill CS+2 C0.0 C6+2 C6+2 C5+2 C5+2 c6+2 C6+2 C5+2 CS+2 C6+2 C6+2 C5+2 C5+2 Ce+2 C6+2 ) DLO Jamb 8 1 8 1 10 1 8 8 8 10 1 8 8 8 10 1 8 a 10 8 P-hook 6+9 9+10 s+10 9+10 8+e 9+10 9+10 9+10 8+9 9+10 9+10 s+10 8+9 9+10 s+10 8+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN Design Pressure +90.0/-125.5 +90.01-117.6 +90.01-107.3 +90.01-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" 3s Head/Sill C5+2 C5+2 c6+2 c6+2 C5+2 cfi+2 cfi+z Cs+2 C5+2 CS+2 C6+2 Cs+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). 42 DLO Jamb a 8 10 8 8 a 10 a 8 1 8 1 10 8 8 8 to a SEE TABLE 3A. P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8% 8+10 9+10 9+10 o Design Pressure +90.01-115.7 +90.01-108 +90.0/-98.2 +90.01-90 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION z 41" Head/Sill iC5+3 C5+3 Ce+3 C6+3 C5+2 C5+2 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER 4a" DLO Jamb I a 8 10 8 8 8 10 8 8 8 10 8 8 1 8_1 10 1 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +831-83 +77.21-77.2 +69.81-69.8 +62.6/-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT Sr 47' Head/Sill C4+2 C4+2 CS+3 C5+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 CS+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO Jamb 8 1 8 i 8 a 8 1 e 1 8 8 6 8 8 8 8 1 8 1 8 8 P-hook 6+7 1 7+8 1 7+e 1 7+8 7+8 7+g 7+e 7+8 7+8 7+e 1 7+e 1 7+8 7+8 1 7+8 1 7+8 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND Design Pressure +79.21-79.2 +73.31-73.3 +66/-66 +56/-58 60, 53• Head/Sill C4+3 C4+3 I C5+3 I C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION. DLO Jamb B 1 8 1 8 1 8 8 1 8 1 8 1 8 B I B 1 8 1 B 8 ji 8 1 8 1 8 P-nook 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+6 1 7+e 1 7+8 1 7+6 1 7+8 7+8 1 7+8 1 7+8 1 7+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED. PRODUC f REVISED DLO HEIGHT=DOOR UNIT HEIGHT-10.125" asmwpl7�fl.Mr,tYc Iw°dinq G°ds PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Meepleaee No E,plr.eo ar�G3 THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. 6 (CG, - - - Interlock P-hook Lockstile @Jamb Straight Astragal - Lockstile-@-- - 90°Astragal—-- Lockstile @—----135°Astragal—-----Lockstile @ - --- �. �tC�� Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Comer,, Outside Inside Outside Comer ll, Corne Corner Insider - - \Corner---- Outside :;•r`��' '—'�'i/-�; _i� Inside Cor Corner p'.Enl;` /<•,� Part#61(Stile) Part#61(Stile part#119(Out.) Part#61(Stile) _ - i Part#61(x2) Part#61 Part#61 part#68(Astragal) Part#61 Part#218(Corner par[#1Z0(In.) Parts#31&#32 Part#61 n•:"Sy'n' Receiver) (Corn.&Fxd Mount) - t5° 6 lij 3 ., eTnrE.r 'k— awey. o.r.: rarwurc a.oroo>< . 10707ECNNOLOGYDRiVE DPAND ANCHORAGE N.VENICE;FL$4276 ner ra.wq: onr w°rnn: re„ ,�„ SERIES 670 ALUM.SGD-NON-IMPACT D�n.T a.n+wrr ear er.e a.+vb. a'n A.LYNN MILLER P.E. J'Ra1� all�� 0i°[ CERT.pFAlll){yge SG(167o NT.S 8 °I 22 PGT012B B P.E.#58705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5'CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH -� DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5" R SEE"C5"CLUSTER DETAILS, OR ASTRAGAL EXTERIOR PLANE)SEE TABLE 2,SHEET 7 ILS,SHEET 10 FOR " HEET 10 FOR INTERLO NOTE, POCKETS INTERLOCK CLUSTER,SEE THIS AND 60"NOM. DETAILS,SHEET 11 x x SHEET SEE POCKET (8)P-HOOK -__ x PANEL WIDTH x x , x JAMB MOUNTING I x x x x x f x x x x x x x INSTALLATION, ADAPTER I "MAX. ( x x x x x x x x x x THIS SHEET I o I�}� x x ANCHORS MIDWAY � L 3"MAX. &SHEET 14 BETWEEN P-HOOK ®' 4 PAIRS OF \ ANCHORS&AT 3" I ° x=FRAME x x ANCHORS FROM TOP& i z ® i I j ANCHORS 96" (TOTAL 8 BOTTOM o 14" I li I Co 2�^MAX. o UNIT ANCHORS) 4.051" 8"MAX.TO OPENING i ¢'o MAX.O.C. ®i 14"MAX.O.C. HEIGHT O.C. R JAMB y a n®=P-HOOK EDGE OF POCKET SEE !W u O ANCHORS (SEE JAMB INSTALLATION i o Q ®I %n DETAIL DETAILS'Jc'&'Kc', i'm� °I m��ADAPTER OOK BELOW) END PANEL SHEET 14&PART ®I i 0TING ANCHORAGE DETAILS'J'&'K', v ° 3'MAX. x 24"MAX. (2 ANCHORS) SHEET 19 FOR I a P-HOOK L ---------- O.C. 6•MAX. _ x "+2^ % _ x x x ND PANEL ANCHORAGE ANCHORS E PANEL x' +J xxxxx x x x xx xxx x' x x x 6'MAX. CHORALE(SEE ANC GE x' x x x x x' �.+2• " KETCH BELOVt� ' '* +2" .I (SEE SKETCH BEL �.♦2' *2' 2' ANCHORAGE ANCH GE CENTERLINE 8"Mom•• ' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04' 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90"OUTSIDE CORNER- XX/XXO-EXT.MO RAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR T HEAD OR SILL IF A SPLICE j 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM P1^ p OCCURS AT THE P-HOOK. NOM. < • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. I I WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. 1 FOR INTERLOCK �u 0 W."Iying M'IIY the FIm1dh i ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" t dmg r.� "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR A.mp1..°e N° - 6Z .03 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT E.*.ti•D.I° - 3.5" cerv��soF 6"MAX. REQUIRED AS PER THE FIGURE AT RIGHT: oP - CENTERLINE -- --JAMBS&P=HOOKS:6"MAX:FROM BOTTOM;21"-MAX-ANCHOR-PAIR O:C.(JAMBS),-14"MAX.ANCHOR - A`Ar C•.Yd 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER CENTERLINE END PANEL I CENTERLINE ff "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE • I DETAILS,SHEET 11 FOR ASTRAGAL I~ (2 ANCHORS) 8^ INTERLOCK ASTRAGAL j _ ��•--- -�---- -- --�I- _ � - 4.051" I -- - —3.5 I MAX. AJ _ • Ness%_5 .`•.'I = I EXTERIOR CENTERLINE •+2"ANCHORAGE CENTERLINE "+2"ANCHORAGE CENTERLINE _ �7 gm-ri OF PANEL 3 OF PANEL 4 OF PANEL 5 _ I.1T 11 FOR OTHER INTERMEDIATE ANCHORS _ ` 1070TECHNOLOGYDRW ANCHORAGE SPACING&EXAMPLE PLANS "<::rrD?.• K VENICE FL 34275 ;,\ aaiae,c pre: aexeau f.•-i, \:,`. W1)-�1600 SERIES 670 ALUM.SGD-NON-IMPACT ` �• `• '• sds ax• A" A.LYRE MILLER,P.E. o,ew,ex Dart a fl pre: CERT.OFAUTH.k28298 m SGD-670 NTS 9 _22 PGT0128 B P.E.#58705 JR 0220114 ASTRAGAL OR DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOC ION 2 04• RLOCK NEEDED INTERLOCK yI CONDITION,USE I EDED 2.04' CENTERLINE I C E LUSTER DETAIL) ENTERLI 1 1.75^ EXTER 6"DIAG. 7„ 7" Ell 3.5. 1.75" 21" 4"DIAG. 4"DIAG. MAX. O.C. EXTERIOR I I 5. 4" MAX. EXTERIOR 3.5" 7+ EXTERIOR 4"DIAG. 7, TERIOR 7 3.5" L�: O.C. v v 2-TRACK FRAME HEADISILL 6"MAX. 2-TRACK FRAME HEAD/SI 2-TRACK FRAME HEAD/SILL 5.64" ASTRAGAL OR INTER CK (a)ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCI 2-TRACK USE WHERE 4 TER (USE WHERE 5 CLUSTER (USE WHERE 6,CLUSTEB AN CHO EQUIRED."C4") A RS ARE REQUIRED " A RR ARF RFflim'RE ,"C6") ANCHOR PAIR 6 MAX. F4-TRACK ASTRAGA R SPLICE LO TION AST GAL OR (FOR SPLICE AST RAG R SPLIC ON 6"DIAG. FRAME JAMB IF N ED 4, —,.! EXTERIOR ANCHOR PAIR I OCK�IF NEEDED TERLOCK CONDITION,USE IN LOCK ��/ CE ERLINE I ENTERLINE I "C6"CLU ETAIL) C TERLINE 3.5" 3.5" 3.5„ 7„ ANCHORS MAY BE INSTALLED I 21" EITHER IN THE EXT.OR INT. o 2.04" 4"DIAG. M TRACK(INT.SHOWN) 4.08' 4.08" O.0 I I 2.04" 5.64" NOTES: EXTERIO ExrE IOR 4"DIAG. EX OR 3,5" 1.ALL DI ENSIONS SHOWN 7" n 3.5" ARE BA D ON MIN. 15 3-TRACK FRAME HEAD/SIL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6 ALLOW . ASTRAGAL OR INTERL K ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK � 2.FOR EAD OR SILL SPLICE WHERE 4 CL ER SE WHERE 5 CLUSTER USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCA ONS/ANCHORAGE AT ANCHOR IRED,"C4") ANCH S ARE REQUIRED,"C5") ANC S ARE REQUIRED," ANCHOR PAIR P-H K SEE SHEET 9. FOR SPLICE SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ' INTERLOCK�IF NEEDED (FOR SPLICE CONDITION,DO NOT CONDIT L ern I•_°REVISED INTERLOCK INTERLOCK- "P Y�Ywith tMe FloriS& CONDITION,USE USE THIS DETAIL SPLICE LOCATION hWI°rt"-k CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE ) IF NEEDED �ccepta"ttNn�C-o�z -3 1.75" 3.5" 3.5" — - - 3.5" 3.5" 7°1 id 1"1. I.L�� 2.04" 4"DIAG. 2.04" 4"DIAG.1 2.04" 2.04' 5.37"DIAG. 4 035' 4.08"4"DIAL. I 2.04' EXTERIOR EXTERIOR EXTERIOR �•-o'• �� .___ 15 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL (CD ASTRAGAL OR INTERLOCK (a) OR INTERLOCK an ASTRAGAL OR INTERLOCK I•"'''a (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ �^ ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5°) WITH&WITHOUT SPLICE CONDITION =:� �,„,,�, To7oTECHNocooraRrvE ANCHORAGE,EXAMPLE CLUSTERS ;5.,,,:_'i oyO"• N VENICF FL 34275 °.d /s.T}aea+soo SERIES 670ALUM.SGD-NON-IMPACT s� — °+7 — A.LYNN MILLER,P.E. CERr.OFAUTH.a29296 ® sco s7o NTS 10 "22 PGTO128 B P.E.#58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7. 1.ALL DIMENSIONS SHOWN 8.94' ARE BASED ON MINIMUM 4"DIAG. 4"DIAG. / 3 5„ 3 5. ALLOWED. 6.12" 6.12" 2. INTERIOR 7' INTERIO INTERIOR Q DETAILS DEPICT ANCHOR INTERIOR 1 ° 1 ° QUANTITY AND SPACING, 90° 3. " 90° 3. " EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3.5" g 4" EXTERIOR .+1"ANCHOR 3.5" q" 2.04" EXTERIOR 2.04" 7 EXTERIOR 2.04" EXTERIOR q„ 2.04" 7" 8.94" 90°CORNER 90°CORNER 135°CORNER 135'CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I_ CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") 4.08" - "+2'ANCHOR INTERIOR INTERIOR EXTERIOR 4.08" "+1"ANCHOR 4" 7.41" F�52.04" 4"DIAG. INTERIOR 3.5" INTERIOR 135° 3.5" 90° 7" CENTERLINE 3 EXTERIOR OF PANEL 3.5" "+3"ANCHOR 4.08" 4.08" 7" 5.37"DIAG. 5.37" AG. CENTERLINE 2.04" 3.5" 4" 3.5" 4 OF PANEL 4"DIAG. EXTERIOR EXTERIOR T' 4 INTERIOR ON "+2"ANCHOR °3.5" 90°CORNER 135°CORNER EXT -VIEWS ALL 7 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL lul CENTERLINE ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL 2-TRACK FRAME HEAD/SILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHORORLAYOUT UT INTERIOR 6.12" INTERIOR 2.04" rR0 2.04" 3.5" Hw3ingl7lirdcWC REVISED ith ifs Flo" 2.04" R T EXERIO CENTERLINE AcceW+,aceN- INTERIOR /L-n675•eg 4", 5.88" OF PANEL Eryirwioe D�te� 2 p '- INTERIOR- 90° - - 135° - -- - - +3"ANCHOR 6 L L.� t•L1._�� 4" 3.5'- -- - - -Dar iMM Ce.ri - 7 2.04" DIAG. G 3.5" 4.08" 6.12" 4"DIAG. 6.12" 7" EXTERIOR -- -- 2.04'- -°_-._3.5" q„ --- -- 3.5'-°_ � --- - ---- - -..,..•.3.5"� 4"DIAG.- - EXTERIOR 7 EXTERIOR 4" CENTERLINE `., .. . 2.04" 901CORNER 135°CORNER OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 87';l _ ("CS'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) - f6 R � 1070 TECHNOLOGYDRIVE ANCHORAGE,EXAMPLE CLUSTERS I ? +- N.VENICE.FL 34275 fu �,J SERIES 670ALUM.SGD-NON-IMPACT M41}490-1600 a."sa++° A.LYNN MILLER P.E. �°""� �'' cnonme cew: CERT.OFAUTH#29296 ® SG6S7D NTS 11 d 22 PGT0128 B P.E.#58705 JR 2122114 INSTALLAT N DET EDMENT:S SHEET 1 EMBEDMENT: TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND . ED E DIST EDGE D NC EEG NCE: THE METAL SUBSTRATE SEE TABLE A, E 1 SE TABLE A,SHE SEE TABLL E A,SHE 2-1116"• 2-1/16"' 2-1/1 NOTES: EXTERIOR 1/q• /q" 1/4" 1.ALL DIMENSIONS a _ MAX. AX, AX. SHOWN ARE BASED fSHIM E ERIOR IM EXTERIOR HIM ON MIN.ALLOWED. 2 METAL OR WOOD SEE TABLE A, EMBEDMENT: } SUBSTRATES MAY BE USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, WOOD AN R TYP., 2X WOO WOOD ANCH TYP., ME L TYP., SMS ANCHOR TYP., 2X WOOD SHEET 1. S OR TES SEE A CHOR SEE ANC NOTES ANCHOR SEE ANCHOR NO S TYP.,SEE ANCHO &TABLE A,SHEE 1 NO ET 1 E A,SHEET 1 NOTE 4, 1 &TABLE ET 1 NOTE 3,SHEET 'DIAGONAL O.C.IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) �_Awj WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD A YP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE CHOR NOTES TYP., E AN SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE ABLE A,SHEET 1 NOT EET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1 I SHEET 1 T (1/4"MAX.) ;,,;:: 1 (1/4"MAX.) -... EXTERIOR I — EXTERIOR - EXTERIORT EMBEDMENT:SEE 1�32-1/16"' � 2-1116'' < 25_ 6"' TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: GE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TAB A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:S ABLE A,SHEET 1 4-TACK FME SILL 2-TRACK FRAME SILL da Ew 3-TRAC E SILL Fw METAL INSTALLATION Dw WOOD INSTALLATION WOOD INSTALLAT EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE PRODUO r REVIWD TABLE A,SHEET 1 EDGE DISTANCE: �sNlwittmemd a SEE TABLE A, Amps.e.0 No P2.&3 EMBEDMENT:SEE METAL TYP., SHEET 1 eaNirw;ao o,te 7/7� TABLE A,SHEET 1 ' EDGE DISTANCE: SEE ANCHOR - d . 1 -- omw EDGE DISTANCE: - -- I - SEE TABLE A-- NOTE-4,-SHEET 1 P��c 2X WOOD SEE TABLE A, 2X WOOD SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR i 2-1/16"' NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2-1116", SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16", &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 — - -- -&TABLE•A;SHEET-1- _.. _ _.__ SEE ANCHOR NOTES - � --_ � THREADS EXTERIOR O &TABLE A,SHEET 1 EXTERIOR METAL BEYOND THE �`kohl'?,.YNlV j��e �i, n I EXTERIOR \ .•�OENS '• P V 1/4"MAX.SHIM If 1/4"MAX.SHIM -�Fes- SUBSTRATE `'Qz.•' it 1/4"MAX.SHIM Imo-- •: :` Na;g7p5 2-TRACK FRAME JAMB ah 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gw WOOD INSTALLATION Hw WOOD INSTALLATION \lw_l METAL INSTALLATION u� RaaC BY• �: RevLslona' �!.' IN 1070TECHNOLOGYDRNE ANCHORAGE DETAILS -?�_,.rCORo�•',c��:` N.VENlM FL 91275 �. (•: SERIES 670 ALUM.SGD-NON-IMPACT �Sf _N �1 <"i0m_ CVIVN'MILLER P.E. RJR ��/f4 � tmez CERT.OFA(lTH.S29296 ® SCaD-B70 NT$ 12 d 22 PGT0128 B P.E1i 58705 INSTALLATION DETAILS EMBED E ABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DIST E: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE SEE TABLE A,S ET 1 SE HIE A,SHEET 1 SHOWN ARE BASED TABLE APER TABLE ,SHEET 1 CONCRETE CONCRETE A,SHEET 1 2-1116"' PE 2_t/18^. PERTABLE `2.1/ ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS EXTERIO ;. i M 4 SHIM "(HEAD&SILL) IN OR 6"(JAMB)SEE EMBEDME J } 1/4" EX T RIOR L /4" E RIOR ODEBT'ILS,SHEETS SEE TABL A, L MAX. M a SHE 1 SHIM SHI PROPER Y SECURED 1X CONCRETE ANCHOR P. PROPERLY SECURED 1X CONCRETE ANC OR PROPERLY S URED iX CONC ETE ANCHOR TYP., WOOD B K TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANCHOR NO S& WOOD BU TYP.,SEE SEE CHOR NOTES& ANCHOR NO 3,SHEET 1 . TABLE A,SHEET 1 NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR OTE 3,SHEET 1 TAB A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ja 4-TRACK FRAME AD Ac RETE INSTALLA Bc CONCRETE INSTALLATION Cc CONCRETE INSTAL ON CONCRETE ANC R TYP., PROPERLY SECURED 1X CONCRETE AN PRO Y SECURED 1X CONCRET TYP., PROPERLY SECURED 1X SEE ANC NOTES& WOOD BUCK TYP.,SEE SEE ANC OTES& ODD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE T E A,SHEET 1 ANCHOR NOTE 3,SHEET 1 LE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCH R SEE ANCHOR SEE ANCHOR NOTE 5,SH ET NOTE 5, NOTE 5, 1(1/4" AX.)� SHEET SHEET1� 1(1/4"M .) I (1l4"MAX.) 1 EXTE IOR T RIOR 1 EXTERIOR 2 1116", CONCRETE 2-1/16"' �2-1116"' PER TABLE DGE DISTANCE: CON ET EDGE DISTANCE: ONCRETE EDGE DISTANCE: A,SHEET 1 SEE T LE A,SHEET 1 PE TABLE SEE TABLE A,SHEET 1 ER TABLE SEE TABLE A,SHEET 1 EMBEDM :SEE TABLE A,SHEET 1 SHEET 1 BEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 2-TRACK FRAME SI 3-TRACK FRAME SILL 4a 4-TRACK FRAME SILL Dc LLATION CONCRETE INSTAL N Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT: PRODucrREV159D TABLE A,S ET 1 EDGE DISTANCE: �talc.& Ike F7o�p EDGE DISTANCE: SEE TABLE A. Aceip-m No It.-Of, c. 3. EMBEDMENT SEE CONC./CMU CHOR SEE TABLE A, PROPERLY SECURED SHEET 1 Eapka.7ea Ihte TD BUCK TYR, ABLE A, EET 1 �I. TYP.,SEE NCHOR HE _ SEE ANCHOR ET 1 CHOR NOTE EDGE DISTANCE: NOTES TABLE A, SHEET 1 nd'rt CaoFtol PROPERLY SE RED SEE TABLE A, SHEET 1 2-1/16" 1X WOOD BU K TYP., SHEET 1 SEE ANCHO NOTE 3, CONC./CMU ANCHOR 2-1l16"' SHEET 1 TYP.,SEE ANCHOR �( CONC./CMU ANCHOR I 2-1/16"• PROPERL SECURED " NOTES&TABLE A, f TYP.,SE ANCHOR 1X WOOD CK TYP., SHEET 1 CONCRETE SEE ANCHO NOTE 3, CONCRETE OR CMUCONCR 1+ -__ NOTES 8 TABLE A, HEET_1_ _ _ OR CMU I '-1-- - EXTERIOR HEET1 — -ORCMUET EXTERIOR ----------EXTERroR- PERTABLE AESHEETE J L I PERT LE , A,SHEET 1 ±J: V1/4"M .SHIM E- c. F A,SH Ti l v 1/4"MAX.S I�/ 1/4"MAX.SHIM No.537C5 2-TRACK FRAME JA 3-TRAC ME JAMB a 4-TRACK FRAME JAMB h / - cc ONCRETE/CMU I TALLATION He CONCRETE/ ON Ic CONCRETE/CMU INSTALLATION p r b L anwaey: o.m: pmawis o.amam: '"�.''• ..��-r •' ,!;• Y f070TECHNOLOGYDRIVE ANCHORAGE DETAILS ��-2':.'• ' '"�� ,CI(JR�D�.' ��.J.•. m VENIOE,11.275 S SERIES 670 ALUM.SGD-NON-IMPACT "'-;,, ;L:;.;,�.•;''' ^"' A.I.YAI�1 i'v11LLE}2,P.E. c jRN14 a CERT.OFAU7H.62B286 ® SGD-670 NTJ� 13 d 22 PGT0128 B P.E.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES VE J ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, TABLE A,SHEET 1 ALL APPROVED (ALSO SEE TYP. SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: 15 SHEETS 6 8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 2e AND P-HOOK EXTERIOR SHEET 1 ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., fl_ ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ":; ''• .:::;: ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 ar CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CM PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU SEE NOTE 4,SHEET 1; EMBEDMENT: ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE B A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 (ALSO SEE TYP. EMBEDMENT: (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1 2e EMBEDMENT: SHEET 9) SEE TABLE A, -ply r -ith the i SHEET 1 ED E DISTANCE:SEE *. vM°B w"b'be�Of'^ TABLE A.SHEET 1 1-1/4"MIN.EDGE DISTANCE A °Y�ode -- - - _ Ea 30 30 ——f-'- -_--- I Une Sri 11 Jul P-HOOK SMS ANCHOR TYP., - --- - --- - ------- - -- & SEE ANCHOR NOTES EXTERIOR P-HOOK CONC./CMU EXTEI''R�IOR TABLE A,SHEET 1 ANCHOR TYP.,SEE V ANCHOR NOTES&TABLE \! (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) I -- - - -- ------ P-HOOK FOR-USE-WITH-BOX-SILL-RISERS ---- - ---- P--HOOK-FOR USE-WITH-BOX.SILL RISERS_- Kw yPARTS#19,#21.#23 OR#25, Kc PARTS#19,#21,#23 OR#25, I'N%I'O METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ://�I•Io. 5i;75 ,' ft-B r.. I 10707ECHNOLOOYORIVE ANCHORAGE DETAILS uv�x ne+niw: FCOn`,Gr•'• 'J-; i N.VENICE,FL 34275 iw , " @mesa+ew SERIES670ALUM.SGD.-NON-IMPACT — — °viYo^e °- A:LYNN MIL•I:�R,P.E. RJR �14 c�:.f CERT.OFAUTH.#29295 SGD�70 NTS 14 m 22 PGTO128 B P.E.#58705 i CONFIG, EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 �111.� RIOR WIDTH SHEET 18;INSTALLATION 1 DETAILS'AW&'Ad,� EXTERIOR SHEETS 12&13 7DAIL PANEL PANELPANEL -HYPE -HYPE PANELCORNER DETTYPE 'QS' 'AS' TYPE SHEET 19&CANCHORAGE SHLTABLES MAX.UNIT pAEL MAX. DO HPERT INTERLMOCSHEET EETDET9 HEIGHT HEIGHT TABLES EXTERIOR INTERIOR SEE NOTE 2 1-3 JAMB DETAIL'G3',SHEET18;INSTALLATION DETAILS X X 'GAY&'Gc'.SHEETS 12&13 i 90° I SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER 4 PANELS-XX/XX 'DW&'Dc',SHEETS 12&13 I I i SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" j DLO HEIGHT=DOOR UNIT HEIGHT-10,125' PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" I #10 X 1-1/2" PH SMS u R Vf m coaPyin¢gwit�rfi¢FlorYla PH SMS fsa4,tinq Cal. j 2crtf:laece Nam—aSz9.0,7 F.+piratWa Date ` 1 PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: --,.r•, 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DPIANCHOR TABLES,SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. `0 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER OP/ANCHOR TABLES. ^ �_='�', E f070TECHNOLOGYDRNE ANCHOR4GEDETAILS/EMMPLEELEVATIO N.VENICE,FLseSERIES 670 ALUM.SGD-NON-IMPACT_ _D m B A.L PE.#597 5P.E.7JR MRr..OFAUMOMW saoc7o NTS 5 22 o..oq PGT012B CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ' ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; i —ay—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18; MAX.L JAMB DETAIL'G3',SHEET -SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP �'Gw'&'Gc',SHEETS 12&13 SHEETS 12&13 90° EXTE IOR INTERIOR PANEL PANEL PANEL PANEL MANE PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE M',SHEET 19 TYPE TYPE MAX. 'CS' OS' MAX.NOM. 90°OUTSIDE CORNER PANEL HEGIHT SILL DETAILNOM. HEGIHT CORNDETAI R A SHEET G & WIDTH TYP. PER 'D',SHEET PANEL / PER CORNER ANCHORAGE MAX. PER SEE TABLES 18; MAX. / WIDTH TYP. / SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR HEIGHT SHEET 15 HEIGHT TABLES 1-3 SHEET 15 DETAILS 'Dw'&'Dc', ��. EXTERIOR a a b a X WIDTH TYP. O X X X SHEETS 12 &13 ' X X PER TABLES I '-� L.-' 1-3 MAX.UNIT WIDTH MAX.UNIT WIDTH SEE FRAME& PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DvV&'Dc',SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'I1',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� \ INTERLOCK DETAIL'M%SHEET 19 'Ic',SHEETS 12&13� _1 � HEADER DETAIL JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&W,SHEET B',SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAION SHEET DETAILS'Bw'&'Bc', DETAILS'Iw&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 'Cw'&'Cc',SHEETS 12&13 SHEETS 12&13 �— MAX.UNIT WIDTH r-- MAX.UNIT WIDTH �I M ODUCCREVI.D i - u naplyiog Kith ebe F7orft hewli.;(Sad PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL Amer46+ No IL-c9ZgF 3 TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE E'�t Np`n'e ?co b, ISL L' -—'M F, i - 'M' F ---F P — MAX. -- nftdtia n6n cootie �� --- MAX.UNIT NOM• o i NOM. UNIT HEIGHT PANEL °z a j % PANEL HEIGHT PER WIDTH TYP. I / % WIDTH TYP. / PER TABLES MAX./ /SEE PER / x Uj i SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 Q.4 i —NOTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 h i SHEET 15 HEIGHT LL OJ x x x x x x o� I EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'&'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 _ e 6 or. mm. newio e o r.OF 1070TECHNOLOGYOR11V6 EXAMPLE ELEVATIONS ��,10E,,.•.:,:` ,' N.VENICE FL,0W5 nm: q` >.:..... j'0�2�=114 'W Isep460-1600 SERIES 670 ALUM.SGD-NON-IMPACT " "' 1- mr oxw,e '; A.LYNN MILLER,P.E. � �' CERT.OFAUTFI.p2329B 7�2-F SO—o NTS 16 a 22 PGTO128 B P.E.#58705 JR PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER TNT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER 35 RECEIVER TYPES OUT IN STILE WI HANDLE BOX OUT BOX IN 35 RECEIVERWIHANDLE Wl HANDLE Wl HANDLE Wl HANDLE Wl HANDLE W/HANDLE 90 RECEIVERWl HANDLE WI HANDLE —rzm -TLC C #y2o —" psy #1yg �y 4 asr W.1 #sy a31 SIOUTE INTERLOCK �' F PP K L TR TQ TC TA TV TW SINGLE Q E P C C //�- SA _/`�'/ C INTERLOCK L J A I`j S/1 Sc V'Y V W N /`.Cl (earouT frioxa.7 FIXED RR FD FC FV FW STILE R (DOIt OUTI (DQYfNJ LOCKSTILE D M J J W/HANDLE rearou7l (DfDCDq Lij "AS;TR.AGAL [] aLR t�X� PANEL NOTES: A I 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL J /V LEFT 41NTERIOR SIZES 8 DESIGN PRESSURE. W!HANDLE PANEL RIGHT (BOKfFB 2.PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL I r STILE 'F-XTERIOR � BOX OUT � / T (J STILE AND ARE NOT AVAILABLE. MOXCm (DDxom 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES L~L ASTRAGAL T / / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER LLI Box IN lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER J (BOXAV MOM") ASTRAGALS. INT CORNER RT CF 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES Y) 90 LOCKSTILE J W!HANDLE A120 (461)AND CORNER ADDON(#31). LLJ il EXT CORNER /� SILL RISERS OPTIONS - 1 t'- .232" z 90 LOCK LE#119 QT r 'S �'I f�-- .232' Q W[HANDLE#yyg VC II 232' EXT CDR ER 232" EXTERIOR EXTERIOR EXTERIOR 062" W RECEIVER CT C C EX7 OR I .D62" a 4.055' Wl HANDLE #yyg V a .062' 3.305" 2.555" PRODUC r REVISED IN CORNER#6y A T AS OF 444-"',^ I '� C NP]Ying Witt,the Flo" W'REC LER 62" '^ 1 !> ditg 6,& u - Amvfu,«No - 6 Z 97.63 #1 y8_ EiM�wt�t Orle — a ECE ER I#61 _ - — CF FLUSHSILL '1ERZFLAT' 20 LOWR2SISILLE/2"FLAT - 22 MEDIUM,SILL I3-114�T— 24 HIGH,4"ER,FLAT �^ 90 RECEIVER J-�+' \ - — EXT CORNER #31 .75T -t-- WRECEIVER VT ' S VF --�1 I"� .750' W/HANDLE pgy ll! Y V � I I EXTERIOR WT WS WF Ewa---� EXTERIORf '750'JRIOR � .062° INT CORNER any 35 RECEIVER .906" 'D62" W/HANDLE #gy � .062' 4.055" 3.305" SILL RISER,BOXI` 2.556 l 19"FLUSH,1-112" 2y LOW.21SE2,BOX 23 MEDIUIME3-1 4OX 25 HIGH,4"ER.BOX Jv NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 Raro4D1' dm Rnw+ma: 1C' fom7EcwoLocrDRi1E PANEL TYPES N.VENICE FL 34275 r� - tsarl4earsoo SERIES 670ALUM.SGD-NON-IMPACT o cnoaraa DD°Y A.L44'MILLEit P.E. JR 01/20/f4 CERT CFAUTH.#2-q29B SGD-B70 NTS 17 -22 PGT0128 B P.E.#58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 80 OR 61 105 LOCK PART 17 JP6 FULL AMB LENGTH 14 75 8 1 of-t 10 5 G3 60 OR 61 5 18OR 61 2-TRACK JAMB2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED ULL @NG W/RETAINER#106 _ OPERABLE PANEL CLIP is&1007111SPAN (SHOWN WITH PANEL)FIXED PANEL TO LOCK PART AIL G2 THE INTERIOR) EXTERIOR 103 113 75&107-11 103 FOR FIXED 5 fi0 OR 61 PANEL CLIP 103 EXTERIOR 14 15 5 112 E 16 17 ME I 1P3 FULL LENGTH G2 40 60 OR 61 fL EXTERIOR #10 X X OF JAMB 2-TRACK JAMB 2-TRACK JAMB IDEXTERIOR EXTERIOR EXTERIOR �/ SMS,X 3 CLIP#80 OR 4105 51 52 WI SCREEN ID EXTERIOR LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB °e eo (SHOWN WITH Ht (SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) Cr lul so OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 1 3 4 45 5 �/lv 113 5 52 51 59 EXTERIOREXTERIOREXTERIOR 53 a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 6E 4-TRACK MAX.UNIT PROBuCC9.EVISED OPT.SCREEN FRAME HEAD FRAME HEAD O FRAME HEAD HEIGHT PER m cmipwagwitt Ue El da TRACK TABLES 13 h.W.xCodk Mcnm ro No __ 69 -- - _ __ __1, l S 1 EXTERIOR EXTERIOR 52 51 POR 72 OR 73 72 OR 73 46 11 9 10 11 11 46 47 n 113 113 EXTERIOR 112 5 2-TRACK W/SCREEN 3-TRACK ®4-TRACK FRAME SILL �FRAME SILL F FRAME SILL 5 567v� .ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _ 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 1070 TECHNOLOGYDRNE VERTICAL SECTION DETAILS s`Xr.�..�`,..`•'. eY rm mw� N.VENIC-FL 34275 rpe �F.•_ :i-E.. SERIES 670ALUM.SGD-NON-IMPACT ;:ry taeobd m� —• -1a""�+a' +� A.LYREMILLER,P.E. JR CERT.0FAU1HA29296 ® SGDA70 INT$ 'l8 '°22 PGT0128 B P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118 *ill 28 7 30 173 63 27 63 11 103 62 111 63 60 OR 61 60 OR 6129 65 14EZ 65 �v EXTERIOR 111 62 t 0, EXTERIOR ®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTEOR j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY G] OR 90° OR 61 LOCK PART 07 R11103 INTERLOCK 113 60 60TLEXIT 61 118 5 EXTERIOR 113 R 113 . 11 113 103 119�EXTERIOR 7 67 68 6_Ej�STANDARD ASTRAGAL 90'INSIDE l WITH STANDARD STILES6#60 WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN CORNER N2 2-TRACKS OWNER ITEM#61(HEAVY-DUTY ° STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH 4 INTERIOR 31 STILES. LOCK PART PRODUC f 11EV16E0 4 INTERIOR 75&107-110 a—p"g.ItktbeFkfi& 5 s AAMtun Nu Cdd 135° 4 INTERIOR EirkeMM 4te -n1ra�'fby4 -oei Cuayd 11 7 135° 14 5 61 32 103 67 32 EXTERIOR 61. 11 5 LOCK PART 103 61 �EXTERIOR -�- - 7 75 a 107-110 14 E 135°INSIDE CORNER 02 2-TRACK SHOWN16L ��:::(;'�' `•`,/' 135°OUTSIDE CORNER 01 2-TRACK SHOWN �`EF rs sr. ww R. o.�.mmn• �. TE:.i t;r; „,6Y Dnm: ReMabnc 1W0 TECHNOLOGY ORIVE HORIZONTAL SECTION DETAILS,CORNERS .,F� ;�,;,r;•.••';.,.,.'.r N.VEN(CE,FL 34275 SERIES 670 ALUM.SGD-NON-IMPACT - aw.um.c sms �m� W^�' A.LYNN'MILLER P.E. a..ner cam: auaae mm cEHr oFAurH.mazes ® SGO-670 NTS 19 a 22 PGTO128 B REX 58705 JR 012 14 Item PGT Item PGT NOTES: # Dw -# PGT# Description # Dw # PGT# Description 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 6IT303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,81,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 GTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3116"MASONRY 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 8 BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1.112"X 1'X 3/4'HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032X1FPFX #1032 X 1'FL SS SCREW W/TYPE'F"TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 78 17358 617358 3116 8 114"BEAD 19 17319 617319 SILL RISER-BOX FLUSH,1-112" 79 17357 617357 1"IG BEAD 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 80 17359 617359 7/16"BEAD I FIXED PANEL CLIP 21 17318 617318 SILL RISER-BOX LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 63 61745 1745 LOWE INC,1/2'X 1/16"SGL.SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4" 100 9052 48052 ROLLERADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4' 102 1696 71696 DUST PLUG 26 173M 617333 POCKET P-HOOK 103 BIBS 78186X 1'KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PRODUC f REVISED 29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16' m.'n plyil"x ith the Fladd. Iftoe30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH 076 A—PIK�N 31 17376 617376 135 CORNER . 108 1740 71740 HANDLE KIT.RAISED EXTERIOR HANDLE,USED WITH#75 Fapk 11.1. 32 17378 617378 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L -- ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 jey� .«Cpyd 40 4319 612256 SCREEN SIDE RAIL-LOCKSTILE Ill 710)34PPSOAX#10 X314"PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230'FINSEAL 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X715PPX #10 X i-i12" 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" 45 4317 612256 SCREEN TOP RAIL 116 720XlX-- 14-2O X 1"S.S. - - --- - ----- - - -- - - - - -- 46 431E 612257 SCREEN BOTTOM RAIL 117 720XI 12X #14-20 X 1-112"S.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 017349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER,7/8- 51 1692 61692 SCREEN SPLINE-.165' 52-—1694—___61894—SCREEN SPLINE_"•150' 53 61816C20 SCREEN CLOTH 54 1725 1/2"X 4"X 1116"SET.BLOCK,NEOPRENE 65+/S ''EF 55 1726 1'X4'X 1116"SET.BLOCK,NEOPRENE 85+IS tM. tm taN.wm o.ow. ^'i i _ wm tyy� 1070TO NOLOOYDRIVE PARTS LIST N.VENICE,F631Y73 rir. -�`�' tr �: ro„},�,� SERIES 670 ALUM.SGD-NON-IMPACT e.recas sate — A.LYNN MII.IER,P.E. RJR Q1/1DH4 rya n.te CERT.OFAU7N.t2829B a SGD$f0 NTS 20 s 22 PGT0128 B P.E.#58705 �I �+--- 5.069" 8.562" -�j 1.36" 1.36" 0.080" � yI { 1.872" 1 211" 1.505" A 0.081" 1.019" 0.062" Luw4wi �T 0.081" 0.081" Oi 2-TRACK HEAD 10 4-TRACK SILL SCREEN 40 STILE (6063-T6 AL) (6063-T6 AL) 6.198" (6063-T6 AL) 6.198" 6.52 5.069" 0. 0.080" 1.045" �1" 5. 1.993' 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL L 7 ll (6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB STOP RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB W/ , 6.221" - 15 SCREEN TRACK 0.080" (6063-T6 AL) 1.36" 1 Fes- 0.875" .505" 1.211' O - { 1.36" 1.993" 0.062" 0.081" O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK I L (6063-T6 AL) ( ) 0.081" as 6063-T6 AL SCREEN OBOTTOM RAIL (6063-T6 AL) 9.142" 4.49" 0.081" � 0.080" 1211" 1.505" 7.105' IRODUC f REVISED u cerpiriog with the FIorWA rrF -m 9.141" bettRee C& 0.081" Oq 4-TRACK HEAD 02-TRACK SILL Acccgteece No/!�U3 (6063-T6 AL) (6063-T6 AL) E•Ncrht.Detc ; --- I+ 0.060" � 1.514" LEI 0.062" i 1.260" 0.532" 0.760" { 0.060" ?1.99=01.516" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN -- - - ADD-ON 12 ADD-ON 19 END ADD-ON 18 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16'MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB I SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24 MAX.O.C. (6063-T6 AL) _ -,'•.(�.' �+i�(6 a"waey. mm: n."iwm• tx.,pu"c i!'�•:O� • or Rom , io70TECHNOLOQVDRIVE EXTRUSIONS N.VENICF FL 30275 (941)q6LI-1600 SERIES 670 ALUM.SGD-NON-IMPACT s t.tnat sm rsea oawnrw R^' A.LY4i�iLLER,P.E. f 'R �,q CERT.OFAI?H.>0' 6 ® ..70 NTS 21 a 22 FCaT0128 B P.E.#58705 77 f 0.718" 0.83" 2.304" 3.802" �� 3.802" �j � 0.752" � � 0.752" I 0.885" 0.574" 0.796" 1.163"I 0.062" 0.080" 0.062" Tr 1 0.264" � 0.075" 0.233" J V•062" 8 SCREW COVER 1 t TRACK 2s P-HOOK 26 ADAPTTOR HOOK MOUNTING z9 CO OORK SCREW 0.080. 30 P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" �{ .155" 4" ILII 2.30 1.488" 0.080" 1.739" �{ 0.830" 0.062"' 1.600 0.133" 1.600 0.062" 1.303" + 080" 1.870" 1.888" 016" 3.125" -- 0.325" 1.974" 2.44" 3.125" 0.062" 13G5°3t 135°CORNER sz 65 FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE sz INTERLOCK INTERLOCK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" � 3.979" 4.125" T �{ 1.050"��1.050" � �1.050" Li tEL T 11L11� 0.075" 1.645" 1.645" 0.062" 1.304' .289" .611 .849045" -►IG+- �045" FO 225"" 0.281" 3.25" s7 STANDARD ASTRAGAL sa HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 7s BEAD(I.G.) 80 BEAD,FIXED GLAZING 7/16"GLAZING 78 3/16"&1/4" GLAZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) PRODUC f REVISED 1.003" `owPytn�..Mb the Florida 1.03" 1"as"(nd. AmcpDrn No 4 5.621" Espkigm D.re #C, 2aZo --� 0.050" 105 PANEL CLIP 2.893"" 0.133"FIXED 0.709" 0.133" J (6063-T6 AL) I I 1.498" 1.498" I ►I 0.863 I 0.080" 550" -- - - - - - -- FIXED-PANEL ORETAINER, �t20 90°INSIDE CORNER ASTRAGAL 0.080" -III+- (6083-T6 AL) tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL t1s 90°INSIDE/OUTSIDE (6063-TEAL) tos RETAINER,9/16" CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) Rya Or. 1070TECHNOLOOYDRIVE EXTRUSIONS N.VENICE.FL 34276 rm.: •' Rana ey. 4Wa• Rrvhac (';• i•�i_..�.�,�...:. P„y,804600 SERIES 670 ALUM.SGD-NON-IMPACT A.LYNN MILLER,P.E. R /14 onaoee °m` CERT.OFAUIH.A28286 e - SOO.670 NT$ 22 d 22 �PGTO128 B P.E.#58705